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This documentation describes version 4.0.0, which is not released yet. The current version on PyPI is 3.3.0 and does not carry everything described here.

Published catalogues

A library that computes with a density has to get it from somewhere. This one gets it from a page, and keeps the page: every row below names the book, the table, the PDF page and the printed folio it was read on, and says what its cell actually said. A density printed as an interval is an interval here, a loss factor printed as an upper bound is a bound, and a tortuosity a page prints as the word model is that word, because the quantity is frequency dependent there and no single number stands for it.

Three things follow from that discipline and are visible in the tables.

The books disagree, and the key says which one is speaking. Four of them print a steel at 7 800 kg/m³ and no two agree on its modulus. That is not a defect to be averaged away: it is the spread of the literature, and a catalogue that picked one would be hiding it. Rows are keyed by the table they came off, and the library’s lookups return every book’s reading of a name rather than choosing between them.

A number this library worked out is marked as such. A page that prints a modulus and a density has printed a bar speed without writing it down, so the row carries it; but it is shown in italics, and what it was computed from is one hover away. No derived value is ever stored as if it had been read. Two other kinds of cell hold the page’s own number and say how it got there: a value the page gives in a unit this library does not hold, degrees Fahrenheit, psi or sabins, is converted, and the mark names the page’s figure and its unit; and a cell the page leaves blank because it prints the value once for a block of rows is carried, and the mark names the row that prints it. A value the source itself calls an estimate is marked as one.

A material marked with an asterisk carries a note its page made about it, and the note reads on the name. So does the reason behind any cell that is not a plain number.

Nothing here is a specification. Block densities vary by manufacturer, foams vary by batch, and the books say so by printing ranges where a range is what is known. Use a row to reproduce a worked example, to sanity-check a measurement or to get an order of magnitude; measure the specimen for anything that has to be right.

Every catalogue is a mapping from '<table>/<row>' to a row, and a row hands back what its page printed. A quantity the page gave is an attribute; a quantity it did not answers None, and the row says why.

from phonometry import materials
foam = materials.PUBLISHED_POROUS["allard-2009-table-13-1/foam"]
print(foam.source)
print(foam.printed("flow_resistivity_pa_s_m2"), "Pa s/m2")
screen = materials.PUBLISHED_POROUS["allard-2009-table-11-5/screen_2"]
print(screen.tortuosity)
print(screen.why_missing("tortuosity"))

printed is the strict reading: it returns the number the page printed or refuses, naming the page and what the cell held instead. Use it wherever a wrong number would be worse than an exception.

Asking for a name gives every book at once, which is the comparison no single book can make:

for row in materials.porous_materials_named("Mineral wool"):
interval = row.ranges.get("porosity")
print(row.table, row.porosity if interval is None else interval)

The ground catalogue works the same way, and feeds the models that ask for a flow resistivity:

from phonometry import environment
pasture = environment.PUBLISHED_GROUND["bies-2017-table-5-2/normal_uncompacted_ground"]
print(pasture.harmonoise_class, pasture.printed("flow_resistivity_pa_s_m2"))
over_pasture = environment.ground_effect(
[125.0, 250.0, 500.0, 1000.0],
1.0,
1.5,
50.0,
flow_resistivity=pasture.printed("flow_resistivity_pa_s_m2"),
)
print(over_pasture.excess_attenuation.round(2), "dB")

A fluid state is a Fluid like any other, so it drops into the same calls; what tells it apart is that its model names a table rather than a closed form.

from phonometry import fluids
sea = fluids.PUBLISHED_FLUIDS["bies-2017-table-c1-fluids/sea_water"]
print(sea.model)
print(sea.validity)

Elastic constants, wave speeds and loss factors, read from nine tables in eight books. Seven of those books print a steel and they are not the same steel, which is why a key names the table it came from. Three polymers are printed by one book as the expanded form and by another as the solid one under the same bare name, with densities a factor of twelve to twenty-five apart; both are kept, and each row’s own modulus and speed say which it describes.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

MaterialDensitykg/m³Young's modulusGPaShear modulusGPaPoisson ratioLongitudinal speedm/sBar speedm/sPlate speedm/sBulk speedm/sTransverse speedm/sLoss factorFlexural loss factorLongitudinal loss factorIn-situ loss factorThickness × critical frequencym·HzSource
Aircrete/Autoclaved Aerated Concrete (AAC) blocks (solid) connected with mortar or thin joint compoundthe table prints the speed as 1900 with a typical range of 1600 to 2300 m/s, and the density only as a range400 to 8000,21 9000,012534,1Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Aluminium2 70062,1123,170,344 7965 1005 9502 930< 0,00112,7Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Bricks (solid) connected with mortar1 500 to 2 0000,22 7000,0124Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Calcium-silicate blocks (solid) connected with thin joint compound1 80010,84,50,22 4492 5002 5821 5810,0125,9Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Chipboard7603,3471,2870,32 0992 2002 4351 3020,0129,5Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Clinker concrete blocks (solid) connected with mortar1 0303,3841,410,21 8131 8501 9111 1700,0135,1Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Clinker concrete blocks (solid) connected with mortar1 7207,9923,330,22 1562 2002 2721 3910,0129,5Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Clinker concrete slabs1 7256,0412,5170,21 8711 9101 9731 2080,0134Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Concrete, cast in situ2 20030,512,710,23 7233 8003 9252 4030,00517,1Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Dense aggregate blocks (solid) connected with mortar2 00019,668,1920,23 1353 2003 3052 0240,0120,3Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Expanded clay blocks (solid) connected with mortar8004,0631,6930,22 2542 3002 3751 4550,00728,2Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Glass2 50063,7125,690,245 0485 2005 4803 2050,003 to 0,00612,5Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Lightweight aggregate blocks (solid) connected with mortar1 4006,5052,710,22 1562 2002 2721 3910,0129,5Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Medium Density Fibreboard (MDF)7604,5321,7430,32 4422 5602 8331 5150,0125,3Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Mortar1 6009,223,8420,22 4002 4502 5301 5500,01326,5Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Oriented Strand Board (OSB)usually orthotropic, with 2200 to 3500 m/s depending on the direction; the quoted speed is the effective one5903,5461,3640,32 4522 5702 8441 5200,0125,2Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Perspex, plexiglass1 2506,2822,4160,32 2422 3502 6011 39027,6Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Plaster, gypsum based6501,6170,67390,21 5771 6101 6631 0180,01240,3Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Plasterboard, natural gypsum8601,7370,66830,31 4211 4901 649881,50,014143,5Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Plasterboard, combination of flue gas gypsum and natural gypsum6802,0270,77970,31 7271 8102 0031 0710,012535,8Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Plasterboard, gypsum with glass fibre and other additives8002,9411,1310,31 9172 0102 2251 18932,3Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Plywood (Birch)7109,5773,6830,33 6733 8504 2612 2780,01616,8Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Sand-cement screed2 00020,288,450,23 1843 2503 3572 0550,0120Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Steel7 800199,677,990,285 0595 2705 7203 162< 0,000112,3Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Timber (soft wood) used for joists, studs or battens44010,013,850,34 7705 0005 5342 95813Hopkins (2007) Table A2, PDF pages 635-636 (no printed folio; between folios 607 and 610)
Aluminium2 70072270,345 2005 4916 4073 1000,000003 to 0,00010,000111,81Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Leadchemically pure11 3001760,431 2501 3592 0707300,05 to 0,30,0247,74Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Leadantimonial11 3001760,431 2501 3592 0707300,001 to 0,00447,74Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Iron7 800200770,35 0505 3085 8753 1000,0001 to 0,00040,0002 to 0,000612,22Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Steel7 800210770,315 1005 4586 1093 1000,00002 to 0,000311,88Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Gold19 30080280,4232 0002 2473 3041 2000,000328,87Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Copperpolycrystal8 900125460,353 7004 0014 7482 3000,0020,00216,21Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Coppersingle crystal8 900125460,353 7004 0014 7482 3000,0002 to 0,000716,21Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Magnesium1 74043170,295 0005 1945 6913 1000,000112,49Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Brass8 50095360,333 2003 5424 0692 1000,0002 to 0,001< 0,00118,32Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Nickel8 900205770,34 8005 0315 5682 900< 0,00112,89Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Silver10 50080290,372 7002 9713 6711 6000,0004< 0,00321,83Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Bismuth9 8003,31,30,38580627,37943600,0008103,4Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Zinc7 13013,150,331 3501 4361 6508500,000345,17Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Tin7 2804,41,60,39780844,31 0984700,00276,83Cremer 3e Table 4.3, PDF page 201 (printed p. 191)
Concrete2 100 to 2 30025 to 400,0515 to 18,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Lean concrete2 000152 73923Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Light concrete800 to 1 4001,5 to 30,01537 to 48Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Porous concrete600 to 7001,4 to 20,0137 to 45Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Cement floor2 200303 69317Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Xylolith floor1 60061 9360,0332,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Asphalt floor2 2006 to 150,03 to 0,324 to 42Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Plaster floor1 200204 0820,00615,5 to 16Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Gypsum panel1 000 to 1 2003,5 to 70,00424 to 35Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Plaster board1 0003,21 7890,0331 to 35Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Fibre cement board2 000 to 2 10020 to 300,0116,5 to 20Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Brick wall1 700 to 1 8009 to 250,0416 to 27Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Glass2 50060 to 800,00111 to 13Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Chip board600 to 1 0002 to 50,0323 to 36Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Plywood600 to 8005 to 120,0214 to 34,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Oak wood7000,2 to 10,0118 to 32Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Pine wood4800,1 to 0,50,0120 to 32Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Hard board1 0003 to 4,50,01529,5 to 36,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Acryl glass1 2005,62 1600,0629Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Polypropylene1 10031 6510,138Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Polyester1 2004,51 9360,1432,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
PVC, hard1 3002,71 4410,0443,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
PVC, 30% softenerthe table prints no modulus and no loss factor, and its Z_m of 1220 is 8.4 times what its own Eq. (11) gives for this row1 25048Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Polyethylene, hard9501,71 3380,0447Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Polyethylene, soft9200,4659,40,195,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Polystyrene1 07031 6740,0137,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Polystyrene + 30% glass fibre1 45082 34927Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Polyester + glass fibre2 20011,52 2860,0227,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Aluminium2 700745 2350,0000712Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Lead11 400181 2570,0248,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Copper8 9001253 74817Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Brass8 500963 3610,00118,6Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Steel, cast steel7 8002005 0640,000112,3Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Malleable iron7 5001704 76113,2Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Cast iron with spheroidal graphite7 2501204 0680,0115,4Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Cast iron with lamellar graphite7 2501204 0680,0215,4Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Zinc7 130131 35046,5Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Tin7 2804,4777,481Mechel (2008) Table 3, PDF pages 544-545 (printed pp. 529-530)
Aluminum sheetthe page groups this row under metals2 7007025,930,355 1505 4366 4513 0990,00010,0111,93Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Brassthe page groups this row under metals8 5009535,190,353 3403 5694 2352 0350,0010,0118,17Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Brass70%Zn 30%Cuthe page groups this row under metals8 60010137,410,353 4803 6584 3422 0860,0010,0117,73Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Carbon brickthe page groups this row under metals1 6308,23,8320,072 2402 2482 2551 5330,0010,0128,85Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Carbon nanotubesthe page groups this row under metals1 330 to 1 4001 000471,70,0627 0000,0010,01Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Graphite mouldingsthe page groups this row under metals1 70094,2060,072 3002 3072 3131 5730,0010,0128,12Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Chromiumthe page groups this row under metals7 200279115,30,216 2406 3676 6054 0020,0010,0110,19Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Copperannealedthe page groups this row under metals8 90012847,760,343 7904 0334 7052 3170,0020,0116,08Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Copperrolledthe page groups this row under metals8 93012647,010,343 7603 9944 6602 2950,0010,0116,24Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Goldthe page groups this row under metals19 3007927,430,442 0202 2533 6421 1920,0010,0128,79Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Ironthe page groups this row under metals7 60020076,920,35 1305 3785 9523 1810,00050,0112,06Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Ironwhitethe page groups this row under metals7 70018069,230,34 8305 0685 6102 9990,00050,0112,8Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Ironnodularthe page groups this row under metals7 60015057,690,34 4404 6575 1542 7550,00050,0113,93Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Ironwroughtthe page groups this row under metals7 900195750,34 9705 2085 7643 0810,00050,0112,45Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Irongray (1)the page groups this row under metals7 0008331,920,33 4403 6103 9952 1360,00050,0217,97Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Irongray (2)the page groups this row under metals7 200117450,34 0304 2264 6772 5000,00050,0315,35Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Ironmalleablethe page groups this row under metals7 20018069,230,35 0005 2415 8013 1010,00050,0412,38Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Leadannealedthe page groups this row under metals11 400165,5940,431 1801 3121 999700,50,0150,0349,43Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Leadrolledthe page groups this row under metals11 40016,75,7990,441 2101 3482 179713,20,0150,0448,12Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Lead sheetthe page groups this row under metals11 34013,84,7920,441 1001 2281 9866500,0150,0552,8Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Magnesiumthe page groups this row under metals1 74044,717,330,295 0305 2965 8023 1560,00010,0112,25Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Molybdenumthe page groups this row under metals10 100280106,10,325 2605 5576 2983 2410,00010,0111,67Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Monel metalthe page groups this row under metals8 85018067,670,334 5104 7785 4902 7650,00010,0213,58Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Neodymiumthe page groups this row under metals7 000390148,90,317 4607 8518 7884 6110,00010,038,262Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Nickelthe page groups this row under metals8 90020578,240,314 8005 0485 6502 9650,0010,0112,85Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Nickel-iron alloy (Invar)the page groups this row under metals8 00014353,760,334 2304 4795 1462 5920,0010,0114,48Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Platinumthe page groups this row under metals21 40016866,140,272 8802 9103 1321 7580,0010,0222,29Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Silverthe page groups this row under metals10 50082,730,40,362 7903 0083 6381 7020,0010,0321,56Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Steelmildthe page groups this row under metals7 85020779,620,35 1305 3835 9583 1850,00010,0112,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Steel1% carbonthe page groups this row under metals7 84021081,40,295 1705 4085 9253 2220,00010,0211,99Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Stainless steel302the page groups this row under metals7 91020076,920,35 0305 2715 8343 1180,00010,0112,31Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Stainless steel316the page groups this row under metals7 95020076,920,35 0205 2585 8193 1110,00010,0112,34Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Stainless steel347the page groups this row under metals7 90019876,150,35 0105 2485 8093 1050,00010,0212,36Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Stainless steel430the page groups this row under metals7 71023088,460,35 4605 7266 3373 3870,00010,0311,33Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Tinthe page groups this row under metals7 3005420,30,332 7202 8813 3111 6680,00010,0122,51Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Titaniumthe page groups this row under metals4 50011643,940,325 0805 3596 0733 1250,00010,0212,1Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Tungstendrawnthe page groups this row under metals19 300360134,30,344 3204 5925 3582 6380,00010,0314,12Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Tungstenannealedthe page groups this row under metals19 300412160,90,284 6204 8135 2242 8880,00010,0413,48Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Tungsten carbidethe page groups this row under metals13 800534218,90,226 2206 3776 6473 9820,00010,0510,17Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Zinc sheetthe page groups this row under metals7 14096,536,280,333 6803 8944 4752 2540,00030,0116,66Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Brickthe page groups this row under building materials; the printed speed is +5 per cent from sqrt(E/rho) on this row's own two columns, which the page says it was calculated from; see docs/ERRATA.md2 0002410,710,123 6503 4893 5222 3150,010,0518,59Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Concretenormalthe page groups this row under building materials2 30018 to 300,22 8000,0050,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Concreteaeratedthe page groups this row under building materials; the loss factor column prints one number here where it prints two elsewhere, so only the internal one is held300 to 6001,5 to 20,22 0000,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Concretehigh strengththe page groups this row under building materials2 4003012,50,23 5303 6083 7272 2820,0050,0517,98Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Masonry blockthe page groups this row under building materials9004,82,1430,122 3102 3262 3481 5430,0050,0527,88Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Corkthe page groups this row under building materials; the printed speed is -21 per cent from sqrt(E/rho) on this row's own two columns, which the page says it was calculated from; see docs/ERRATA.md2500,10,043480,15500639,7649,94170,0050,05101,4Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Fibre boardthe page groups this row under building materials480 to 8803,5 to 70,152 7500,0050,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Gypsum boardthe page groups this row under building materials7602,10,84680,241 6701 7121 8051 0560,0060,0537,88Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Glassthe page groups this row under building materials2 5006827,640,235 2905 3595 6153 3250,00060,0212,1Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
GlassPyrexthe page groups this row under building materials2 3206225,20,235 1705 3125 5663 2960,00060,0212,21Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Ashblackthe page groups this row under wood450114,0150,374 9405 3226 5752 9870,040,0512,19Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Ashwhitethe page groups this row under wood600124 4700,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Aspenquakingthe page groups this row under wood3808,12,7180,494 6205 29619 1002 6740,040,0512,25Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Balsa woodthe page groups this row under wood1603,41,3820,234 6104 7374 9632 9390,0010,0513,69Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Baltic whitewoodthe page groups this row under wood400105 0000,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Baltic redwoodthe page groups this row under wood48010,14 5900,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Beechthe page groups this row under wood64011,94 3100,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Birchyellowthe page groups this row under wood62013,94,860,434 7405 2457 9892 8000,040,0512,37Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Cedarwhite-northernthe page groups this row under wood3205,52,0520,344 1504 4085 1432 5320,040,0514,71Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Cedarred-westernthe page groups this row under wood3207,62,7540,384 8705 2696 6682 9330,040,0512,31Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Compressed hardboard compositethe page groups this row under wood1 00042 0000,0050,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Douglas firthe page groups this row under wood5009,7 to 13,20,294 8000,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Douglas fircoastalthe page groups this row under wood45010,84,1860,294 9005 1195 6083 0500,040,0512,67Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Douglas firinteriorthe page groups this row under wood43083,1010,294 3104 5074 9382 6850,040,0514,39Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
MahoganyAfricanthe page groups this row under wood4209,73,7310,34 8105 0385 5762 9800,040,0512,88Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
MahoganyHondurasthe page groups this row under wood45010,33,9310,314 7805 0325 6332 9560,040,0512,89Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Maplethe page groups this row under wood600124,1960,434 4704 9537 5462 6440,040,0513,09Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
MDFthe page groups this row under wood7703,72 1900,0050,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Merantilight redthe page groups this row under wood34010,55 5600,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Merantidark redthe page groups this row under wood46011,55 0000,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Oakthe page groups this row under wood630124,4440,354 3604 6595 5292 6560,040,0513,92Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Pineradiatathe page groups this row under wood42010,24 9300,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Pineotherthe page groups this row under wood350 to 5908,2 to 13,74 8300,040,06Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Plywoodfirthe page groups this row under wood; the printed speed is +22 per cent from sqrt(E/rho) on this row's own two columns, which the page says it was calculated from; see docs/ERRATA.md6008,34 5400,010,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Poplarthe page groups this row under wood350 to 500104 9000,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Redwoodoldthe page groups this row under wood3909,63,5290,364 9605 3186 4323 0080,040,0512,2Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Redwood2nd growththe page groups this row under wood3406,62,4260,364 4104 7235 7122 6710,040,0513,73Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Scots pinethe page groups this row under wood50010,14 4900,040,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
SpruceSitkathe page groups this row under wood4009,63,5040,374 9005 2736 5152 9600,040,0512,3Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
SpruceEngelmannthe page groups this row under wood3508,93,1340,425 0405 5578 0572 9920,040,0511,67Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Teakthe page groups this row under wood55014,65 1500,020,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Walnutblackthe page groups this row under wood55011,63,8930,494 5905 26819 0002 6600,040,0512,31Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Wood chipboardfloorthe page groups this row under wood7002,81 9800,0050,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Wood chipboardstdthe page groups this row under wood6252,11 8300,0050,05Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Lucitethe page groups this row under plastics and other1 20041,4810,351 8301 9492 3131 1110,0020,0233,28Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Plexiglass (acrylic)the page groups this row under plastics and other1 1903,51,2960,351 7101 8312 1731 0440,0020,0235,43Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Polycarbonatethe page groups this row under plastics and other1 2002,30,85190,351 3801 4781 754842,50,0030,143,89Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Polyester (thermo)the page groups this row under plastics and other1 3102,30,82140,41 3201 4461 940791,90,0030,144,87Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Polyethylenehigh densitythe page groups this row under plastics and other940 to 9600,7 to 1,40,441 0300,0030,1Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Polyethylenelow densitythe page groups this row under plastics and other910 to 9250,2 to 0,50,446000,0030,1Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Polypropylenethe page groups this row under plastics and other9051,4 to 2,10,41 3800,0030,1Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Polystyrenemouldedthe page groups this row under plastics and other1 0503,21,1940,341 7501 8562 1661 0660,0030,134,94Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Polystyreneexpanded foamthe page groups this row under plastics and other16 to 320,0012 to 0,00350,33000,00010,02Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Polyurethanethe page groups this row under plastics and other9001,60,59260,351 3301 4231 689811,40,0030,145,57Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
PVCthe page groups this row under plastics and other1 4002,810,41 4101 5432 070845,20,0030,142,04Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
PVDFthe page groups this row under plastics and other1 7601,50,55560,35920985,51 170561,80,0030,165,82Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Nylon 6the page groups this row under plastics and other1 2002,40,88890,351 4101 5101 792860,70,0030,142,96Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Nylon 66the page groups this row under plastics and other1 120 to 1 1502,7 to 30,351 5900,0030,1Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Nylon 12the page groups this row under plastics and other1 0101,2 to 1,60,351 1700,0030,1Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Rubber-neoprenethe page groups this row under plastics and other1 100 to 1 2000,01 to 0,10,491900,050,1Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Kevlar 49 cloththe page groups this row under plastics and other; the loss factor column prints one number here where it prints two elsewhere, so only the internal one is held1 330314 8300,008Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Aluminum honeycomb6,4 mm cell, 0,05 mm foilthe page groups this row under aluminium honeycomb; a honeycomb panel and not a solid: the modulus and the density are effective, the geometry is in the variant, and the page leaves the speed blank because a one-dimensional speed does not mean anything here721,310,00010,01Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Aluminum honeycomb6,4 mm cell, 0,08 mm foilthe page groups this row under aluminium honeycomb; a honeycomb panel and not a solid: the modulus and the density are effective, the geometry is in the variant, and the page leaves the speed blank because a one-dimensional speed does not mean anything here962,240,00010,01Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Aluminum honeycomb9,5 mm cell, 0,05 mm foilthe page groups this row under aluminium honeycomb; a honeycomb panel and not a solid: the modulus and the density are effective, the geometry is in the variant, and the page leaves the speed blank because a one-dimensional speed does not mean anything here480,760,00010,01Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Aluminum honeycomb9,5 mm cell, 0,13 mm foilthe page groups this row under aluminium honeycomb; a honeycomb panel and not a solid: the modulus and the density are effective, the geometry is in the variant, and the page leaves the speed blank because a one-dimensional speed does not mean anything here1011,860,00010,01Bies 5e Table C.1, PDF pages 747-750 (printed pp. 718-721)
Aluminum2 7005 1500,0001 to 0,01Long 2e Table 12.1, PDF page 487 (printed p. 485)
Brick1 900 to 2 300…0,01Long 2e Table 12.1, PDF page 487 (printed p. 485)
Concrete, poured2 3003 4000,005 to 0,02Long 2e Table 12.1, PDF page 487 (printed p. 485)
Masonry block, hollow cindernominal 6 in thick750…0,005 to 0,02Long 2e Table 12.1, PDF page 487 (printed p. 485)
Masonry block, hollow cinder with 5/8 in sand plaster each sidenominal 6 in thick900…0,005 to 0,02Long 2e Table 12.1, PDF page 487 (printed p. 485)
Masonry block, hollow dense concrete, sand-filled6 in thick1 100…0,007 to 0,02Long 2e Table 12.1, PDF page 487 (printed p. 485)
Masonry block, hollow dense concretenominal 6 in thick1 700…Varies with frequencyLong 2e Table 12.1, PDF page 487 (printed p. 485)
Masonry block, solid dense concrete4 in thick1 700…0,012Long 2e Table 12.1, PDF page 487 (printed p. 485)
Fir timber5503 8000,04Long 2e Table 12.1, PDF page 487 (printed p. 485)
Glassthe loss factor carries the table's second footnote, which says it is very sensitive to construction techniques and edge conditions2 5005 2000,001 to 0,01Long 2e Table 12.1, PDF page 487 (printed p. 485)
Leadchemical or tellurium11 0001 2000,015Long 2e Table 12.1, PDF page 487 (printed p. 485)
Leadantimonial, hard11 0001 2000,002Long 2e Table 12.1, PDF page 487 (printed p. 485)
Plaster, solid, on metal or gypsum lath1 700…0,005 to 0,01Long 2e Table 12.1, PDF page 487 (printed p. 485)
Plexiglas or Lucite1 1501 8000,002Long 2e Table 12.1, PDF page 487 (printed p. 485)
Steel7 7005 0500,0001 to 0,01Long 2e Table 12.1, PDF page 487 (printed p. 485)
Gypboard0,5 to 2 in6506 8000,01 to 0,03Long 2e Table 12.1, PDF page 487 (printed p. 485)
Plywood0,25 to 1,25 in600…0,01 to 0,04Long 2e Table 12.1, PDF page 487 (printed p. 485)
Wood chip board5 lb/ft2750…0,005 to 0,01Long 2e Table 12.1, PDF page 487 (printed p. 485)
Ladrillo macizo1 6500,00623,8Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Hormigón densothe page prints the damping factor as 1 to 5 times 10^-32 3500,001 to 0,00521Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Yeso1 0700,00333,25Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Acerothe page prints the damping factor as 1 to 6 times 10^-47 8500,0001 to 0,000610Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Aluminio2 7000,003512,6Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Plomothe page prints the damping factor as 0,5 to 2 times 10^-311 3000,0005 to 0,00250Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Fibrocemento1 0900,00737Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Madera-cemento1 2000,00350Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Cartón-yeso8750,06346,7Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Vidriomonolítico2 5000,00212Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Vidriolaminar2 5000,0212Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Madera aglomerada7500,02229,6Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Madera pino7000,04116,7Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Madera contrachapada6000,002820,75Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Madera Flandes6400,02117,14Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Caucho espumado4800,02270,78Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Caucho normal1 0000,05850Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Poliestireno extrusionado330,01108,8Arau-Puchades (1999) Table 4.1, PDF page 129 (printed p. 126)
Aluminium2 7007126,690,335 1505 4326 3003 14412,7Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Brass8 50010437,960,373 5003 7654 7002 11318,7Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Concrete (dense)2 600253 1013 10021,1Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Copper8 90012245,190,353 7003 9525 0002 25317,7Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Cork250500130,7Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Cast iron7 70010541,020,283 7003 8474 3502 30817,7Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Glass (Pyrex)2 30062250,245 2005 3485 6003 29712,6Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Gypsum (plasterboard)6506 8009,61Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Lead11 30016,55,7290,441 2001 3462 05071254,5Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Nickel8 80021080,150,314 9005 1385 8503 01813,3Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Particle board75066997,7Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Polyurethane720,019513,7513127,4Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Polystyrene420,011511,8512127,6Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
PVC660,055912,991371,6Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Plywood6003 08021,2Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Rubber (hard)1 1002,30,82140,41 4501 5782 400864,145,1Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Rubber (soft)9500,00572,551 05062,2Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Silver10 5007828,470,372 7002 9343 7001 64724,2Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Steel7 70019576,170,285 0505 2426 1003 14512,9Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Tin7 3004516,920,332 5002 6303 0221 52226,1Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Wood (hard)650124 30015,2Norton & Karczub 2e Appendix 4 A, PDF page 625 (printed p. 605)
Aluminium0,0001Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Brick, concrete0,015Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Cast iron0,001Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Copper0,002Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Glass0,001Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Plaster0,005Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Plywood0,015Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
PVC0,3Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Sand (dry)0,02 to 0,2Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Steel0,0001 to 0,0006Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Tin0,002Norton & Karczub 2e Table 6.1, PDF page 430 (printed p. 410)
Steel7 700 to 7 800190 to 2100,28 to 0,310,0001Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)
Aluminium2 70066 to 720,0001Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)
Glass2 500604 8990,0006 to 0,002Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)
Concrete2 30032 to 400,15 to 0,20,004 to 0,008Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)
Concrete (lightweight aggregate)400 to 6001 to 2,50,20,01 to 0,02Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)
Concrete (autoclaved aerated)Footnote 2 of the table marks this modulus alone: where the heading's footnote 1 makes the whole column a dynamic modulus, this cell is the modulus for static pressure. It is therefore not comparable with the other eight rows of the same column.1 3003,80,20,01 to 0,02Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)
Gypsum plate (plasterboard)800 to 9004,11,5770,30,01 to 0,015Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)
Chipboard650 to 8003,81,5830,20,01 to 0,03Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)
Fir, spruce400 to 7007 to 120,40,008 to 0,01Vigran (2008) Table 3.1, PDF page 109 (printed p. 88)

Seventeen commercial damping treatments, and one thing about them that makes this a different table from the solids above: a loss factor here is not a number. Every loss factor in the solids catalogue is a single figure, because for a metal it hardly moves. For a polymer worked near its glass transition it moves by two orders of magnitude with temperature and with frequency, and the peak is all these pages print. So the peak arrives with three temperatures beside it, one per frequency the table prints a column for: where the material peaks when it is worked at 10 Hz, at 100 Hz and at 1 kHz. A treatment whose peak sits at 20 °C at 100 Hz is doing nothing for you at 100 Hz on a winter morning, and a row read without its temperatures says the opposite of what it holds.

The three storage moduli are the same argument again. One is the stiff end, at low temperature or high frequency, one is the soft end, and one is the modulus that applies in the band where the loss factor peaks, which is the only one of the three that belongs beside the peak. The fourth column is the loss modulus, the imaginary part, which the chapter gives as the product of the other two and is the cheapest check there is on a row. The page is in degrees Fahrenheit and pounds per square inch, so every temperature and every modulus here was converted and is marked as converted, with the page’s figure and its unit beside it. The loss factor is the one column that was not: it has no units, so it is served exactly as printed. The page says in a footnote that the values were read off published curves and that damping data should come from the supplier of the material; three of its cells are corrupted in the printing, are registered in this project’s errata and are left empty here rather than guessed at.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

MaterialMaximum loss factorPeak at 10 Hz°CPeak at 100 Hz°CPeak at 1 kHz°CYoung's modulus, stiff endGPaYoung's modulus, soft endMPaYoung's modulus, transitionMPaMaximum loss modulusMPaSource
Antiphon-131,8-3,88923,8948,892,0688,274131Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
blachford Aquaplas0,51026,6751,6711,03206,81 517758,4Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
Barry Controls H-3260,8-40-31,67-23,334,13720,68289,6234,4Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
Dow Corning Sylgard 1880,615,5626,6743,330,15172,06817,9310,34Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
EAR C-10021,9-512,7832,222,0681,37953,09103,4Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
EAR C-200317,22221,1137,785,5164,137151,7151,7Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
lord LD-4000,71026,6751,6720,6822,75689,5482,6Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
Soundcoat DYAD 6011-9,4441023,892,0681,03446,1946,19Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
Soundcoat DYAD 606121,1137,7854,440,827441,3741,37Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
Soundcoat DYAD 609151,6765,56851,3794,13775,8475,84Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
Soundcoat N1,5-9,444-1,11121,112,0680,482631,7247,57Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
3M ISD-1101,726,6746,1165,560,20680,20686,89511,72Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
3M ISD-1121,2-12,224,44426,670,89630,551622,0626,89Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
3M ISD-113The page prints E_trans = 2.1e2 psi below E_min = 3e2 psi for this row, and footnote c of the same table defines E_min as the smallest value of E. The two cells therefore contradict each other, and the page does not say which of them is wrong: E_I,max = 2.3e2 psi agrees with the printed E_trans through the chapter's own E_I,max = eta_max E_trans, while every other row of the table puts E_trans between one and two orders of magnitude above E_min. Both are served as printed and the defect is registered in docs/ERRATA.md under "Ver & Beranek 2e (2006), TABLE 14.1".1,1-42,78-28,89-9,4441,0342,0681,4481,586Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
3m 4680,8-9,4441029,440,96530,206813,7911,03Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
3M ISD-8301-59,44-45,56-28,891,3791,03437,9237,92Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)
GE SMRD0,91026,6751,6734,47268,9241,3Vér & Beranek 2e TABLE 14.1, PDF page 599 (printed p. 598)

The older way of rating a damping treatment: bond it to a standard steel plate, 50 by 50 by 0,6 cm, strike the plate and measure how fast its vibration dies away at 160 Hz, in decibels per second. The eight rows are asphalt felts of one to four plies, plain, punched or notched, bonded or laid loose, and covered with carpet or with a metal sheet, and they run from 1 dB/s to 400. A decay rate belongs to the treatment on that plate, so it compares with the other rows of this table and with nothing else; at 160 Hz it corresponds to a loss factor of the treated plate of the rate over 4 368, which is not a loss factor of the felt. The descriptions are the Spanish translation’s.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

TreatmentDecay ratedB/sTemperature°CArea bonded%Surface densitykg/m²Source
1 pliegue común1 to 12211001 to 2Harris (1977) Table 14.2, PDF page 496 (printed p. 483)
1 pliegue punzado1 to 6211001 to 2Harris (1977) Table 14.2, PDF page 496 (printed p. 483)
1 pliegue muescado1 to 11211001 to 2Harris (1977) Table 14.2, PDF page 496 (printed p. 483)
1 pliegue muescadosin adhesivoThe page marks this row with the asterisk of its footnote, "Para los ensayos hechos sin adhesivo, se pinta el panel con la pintura del suelo del automóvil": the felt was not bonded, and the panel was painted with automobile floor paint instead.2121No1,5Harris (1977) Table 14.2, PDF page 496 (printed p. 483)
Lo mismo, cubierto con alfombrasin adhesivoThe page marks this row with the asterisk of its footnote, "Para los ensayos hechos sin adhesivo, se pinta el panel con la pintura del suelo del automóvil": the felt was not bonded, and the panel was painted with automobile floor paint instead. "Lo mismo" is the row above it: one ply of notched felt, not bonded.8521No3,5Harris (1977) Table 14.2, PDF page 496 (printed p. 483)
2 pliegues, muesca+común6 to 20211001 to 2Harris (1977) Table 14.2, PDF page 496 (printed p. 483)
4 pliegues, alternando muesca y común20 to 40211003,5 to 5Harris (1977) Table 14.2, PDF page 496 (printed p. 483)
1 pl. muescado, cubierto con hoja de metal400211005Harris (1977) Table 14.2, PDF page 496 (printed p. 483)

Every solid above is isotropic: one Young’s modulus, one Poisson ratio, and the same answer whichever way a wave runs through it. Wood is not. A spruce plate is thirteen times stiffer along the grain than across it, and an instrument maker chooses the wood precisely for that difference, so a single modulus for it describes no direction at all. These two woods, the ones a stringed instrument is made of, carry the four elastic constants of a thin orthotropic plate: D1 along the grain, D3 across it, D2 the coupling between the two directions and D4 the twisting stiffness. Each is a modulus divided by twelve or a third of the shear modulus rather than a modulus itself, so they do not compare with the fir and spruce in the solids table. The page prints the woods as its columns and this table turns it so that a wood is a row. Two of maple’s constants are the author’s own guesses, which the page marks and the table shows, and maple’s printed scaling factor does not follow from its own row, which is registered in this project’s errata.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

MaterialDensitykg/m³D1, along the grainGPaD2, couplingMPaD3, across the grainMPaD4, twistingMPaRelative scaling factorSource
Spruce4201,167842301,9Rossing (2014) Table 15.5, PDF page 632 (printed p. 622)
MapleTwo of this row's four plate constants, D2 and D4, carry the table's asterisk, which the caption explains as “intelligent guesses in the absence of experimental data”: they are the author's estimates and not measurements. They are served, because the page prints them as numbers, but they are marked as estimates so that a caller who wants measurements can tell them apart. The relative scaling factor the page prints for maple, 1.4, does not follow from this row: the same row prints the relation as the fourth root of D1 over D3, and maple's D1 of 860 MPa and D3 of 170 MPa, neither of them asterisked, give 1.50. Spruce's 1.9 does follow from its own row. The factor is served as printed and the defect is registered in docs/ERRATA.md under “Rossing (2014), Table 15.5”.6500,861401702301,4Rossing (2014) Table 15.5, PDF page 632 (printed p. 622)

The three numbers the plateau method needs to sketch a single panel’s transmission loss without solving the plate model: the mass one millimetre of the material brings, how high the plateau sits, and how wide it is in frequency. The first is a density in disguise, kilograms per square metre per millimetre, which is the density divided by a thousand; it is kept in that unit because that is the unit the method uses it in. The second is a transmission loss, the level the method draws as a horizontal line over the coincidence region, and it depends on the material and not on the thickness. These are the numbers the library’s own plateau-method prediction reads. The measured insulation of real constructions is in the transmission loss table below.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

MaterialSurface density per mmkg/m² per mmCoincidence heightdBPlateau frequency ratio B/ASource
Aluminium2,662911Norton & Karczub 2e Table 3.1, PDF page 261 (printed p. 241)
Brick2,1374,5Norton & Karczub 2e Table 3.1, PDF page 261 (printed p. 241)
Concrete2,28384,5Norton & Karczub 2e Table 3.1, PDF page 261 (printed p. 241)
Glass2,472710Norton & Karczub 2e Table 3.1, PDF page 261 (printed p. 241)
Lead11,2564Norton & Karczub 2e Table 3.1, PDF page 261 (printed p. 241)
Plaster1,71308Norton & Karczub 2e Table 3.1, PDF page 261 (printed p. 241)
Plywood0,57196,5Norton & Karczub 2e Table 3.1, PDF page 261 (printed p. 241)
Steel7,64011Norton & Karczub 2e Table 3.1, PDF page 261 (printed p. 241)

The parameters the equivalent-fluid and poroelastic models take, read from the tables of three books. They come in two kinds. A specimen row is one sample somebody measured, with every parameter a model needs beside it, and it is the input to a worked example of the book it came from. A compiled row is one quantity over a whole class of material, gathered by its book from the literature, and it is almost always an interval: there is no such thing as the porosity of mineral wool, only the range the measurements fall in. Use a specimen to reproduce a calculation and a compiled row to know whether a number you measured is plausible.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

MaterialFlow resistivitykPa·s/m²PorosityTortuosityViscous lengthµmThermal lengthµmThermal permeabilitym²Fibre diameterµmDiameter distributionShot content%Binder content%Frame densitykg/m³ThicknessmmYoung's moduluskPaShear moduluskPaPoisson ratioStructural loss factorSource
Domisol Coffrage glass woolShear modulus printed as 220(1 + j0.1) N cm-2. Characteristic lengths from the prose of Sect. 6.5.4, not from the table.400,941,06561101304 4002 20000,1Allard & Atalla 2e Table 6.1, PDF page 133 (printed p. 124); Allard & Atalla 2e Sect. 6.5.4, PDF page 132 (printed p. 123)
Material 1200,961,1100300Allard & Atalla 2e Table 7.1, PDF page 150 (printed p. 142)
Material 25,50,981,32120500Allard & Atalla 2e Table 7.1, PDF page 150 (printed p. 142)
Material 1Shear modulus printed as 75 + j15 kPa.500,981,45015025195750,30,2Allard & Atalla 2e Table 8.1, PDF page 181 (printed p. 174)
Material 2Shear modulus printed as 80 + j12 kPa.22,10,972,23927524,5230,4800,440,15Allard & Atalla 2e Table 8.1, PDF page 181 (printed p. 174)
M1Printed Lambda 0.12 mm, Lambda' 0.27 mm, thickness 0.1 cm.50,991,11202701Allard & Atalla 2e Table 9.1, PDF page 210 (printed p. 203)
M2Printed Lambda 0.034 mm, Lambda' 0.13 mm, thickness 1.9 cm.500,981,53413019Allard & Atalla 2e Table 9.1, PDF page 210 (printed p. 203)
Typical glass wooldirection xRigidity parameters G 260(1+0.1j), G' 125(1+0.1j), C 46(1+0.1j) kPa; Poisson coefficients F = A = 0.40,981,12005006 × 10⁻⁹32Allard & Atalla 2e Table 10.1, PDF page 229 (printed p. 222)
Typical glass wooldirection zRigidity parameters G 260(1+0.1j), G' 125(1+0.1j), C 46(1+0.1j) kPa; Poisson coefficients F = A = 0.80,981,11405006 × 10⁻⁹32Allard & Atalla 2e Table 10.1, PDF page 229 (printed p. 222)
Soft fibrous250,981,02901803050Allard & Atalla 2e Table 11.2, PDF page 260 (printed p. 254)
Foam50,981,11502163338130500,30,1Allard & Atalla 2e Table 11.3, PDF page 272 (printed p. 266)
Glass woolThe porous screen of Figure 11.6, a sheet of glass wool bonded onto the foam.1 1000,7110206600,452 6001 0000,30,1Allard & Atalla 2e Table 11.3, PDF page 272 (printed p. 266)
Blanket (1)340,981,1860864142861100,30,015Allard & Atalla 2e Table 11.4, PDF page 276 (printed p. 270)
Screen (2)3 2000,82,566241250,82 6001 0000,30,1Allard & Atalla 2e Table 11.4, PDF page 276 (printed p. 270)
Foam (3)870,972,5236118315143 00055 0000,30,055Allard & Atalla 2e Table 11.4, PDF page 276 (printed p. 270)
Foam (4)650,991,9837120161646 80018 0000,30,1Allard & Atalla 2e Table 11.4, PDF page 276 (printed p. 270)
Felt (1)230,991,4641316619Allard & Atalla 2e Table 11.5, PDF page 277 (printed p. 271)
Screen (2)Lengths from Lambda = Lambda' = sqrt(8 eta / (phi sigma)) and tortuosity from 1 + (epsilon_e / d)(alpha_felt + alpha_foam), per the prose of printed p. 270; density not printed.1370,08modelmodelmodel0,08Allard & Atalla 2e Table 11.5, PDF page 277 (printed p. 271)
Foam (3)10,90,991,021001308,827Allard & Atalla 2e Table 11.5, PDF page 277 (printed p. 271)
Foam220,981,9871463020294122,50,20,18Allard & Atalla 2e Table 11.6, PDF page 279 (printed p. 273)
Carpet (1)50,9912328603,5201000,5Allard & Atalla 2e Table 11.7, PDF page 280 (printed p. 274)
Carpet (2)50,9912328603,5201000,5Allard & Atalla 2e Table 11.7, PDF page 280 (printed p. 274)
Fibrous layer330,981,150110601,251005000,88Allard & Atalla 2e Table 11.7, PDF page 280 (printed p. 274)
Glass woolThe Domisol Coffrage glass wool of Table 6.1. Thickness printed 3.8 mm; the text of Sect. 11.7.3 says 5 cm.400,941,06561101303,84 4002 20000,1Allard & Atalla 2e Table 11.8, PDF page 281 (printed p. 275)
Foam6,60,981,0320038011,225,4293122,10,20,06Allard & Atalla 2e Table 11.9, PDF page 282 (printed p. 276)
Foam 110,90,991,021001308,8variable8029,630,350,14Allard & Atalla 2e Table 12.1, PDF page 297 (printed p. 292)
Mineral wool340,95140809030402000,18Allard & Atalla 2e Table 12.2, PDF page 298 (printed p. 293)
Limp foam10,90,991,021001308,830Allard & Atalla 2e Table 12.4, PDF page 304 (printed p. 299)
Limp foam200,91,612243025,41,30,6500,4Allard & Atalla 2e Table 12.5, PDF page 306 (printed p. 301)
Foam10,90,991,021001308,825,48029,630,350,14Allard & Atalla 2e Table 12.5, PDF page 306 (printed p. 301)
FoamLengths printed 0.000078 m and 0.000192 m.12,5690,991,02781928,8593,34832,410,440,064Allard & Atalla 2e Table 13.1, PDF page 332 (printed p. 328)
RockwoolYoung's modulus printed 4400 Pa; the text reports a skeleton resonance near 1350 Hz that this value cannot give.1350,942,1491663,3 × 10⁻⁹1304,42,200,1Allard & Atalla 2e Table 13.2, PDF page 341 (printed p. 337)
Fibrous materialsCoirPage superscript: 39.1,4 to 1,6Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Fibrous materialsFeltPage superscripts: 40, 41.26 to 73,3Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Fibrous materialsHemp fibresPage superscript: 41.6,2Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Fibrous materialsMineral woolNo superscript on the page.1 to 150Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Fibrous materialsPolyester fibresPage superscripts: 42, 43. Superscript 43 is Kino and Ueno, Appl. Acoust. 69(7) (2008), not their 69(4) paper (ref. 45).0,88 to 44,4Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Fibrous materialsWood fibresPage superscript: 44.11 to 180Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Cellular materialsMelamine foamPage superscripts: 41, 45. Superscript 45 is Kino and Ueno, Appl. Acoust. 69(4) (2008), not their 69(7) paper (ref. 43).10,5 to 17,5Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Cellular materialsMetal foamPage superscript: 46.50Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Cellular materialsPlastic foamPage superscript: 40.3,6Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Cellular materialsPolyimide foamPage superscript: 47.1Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Cellular materialsPolylactide and polyethylene glycol foamPage superscript: 48. Name wraps over two lines on the page ("Polylactide and polyethylene" / "glycol foam").6,7 to 13Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Cellular materialsPU foamPage superscripts: 41, 47.4,5 to 12,9Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Cellular materialsPU foam, fully reticulatedPage superscripts: 12, 49.0,38 to 3,2Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Cellular materialsPU foam, partially reticulatedPage superscript: 12.3 to 42Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsConsolidated foam granulatesPage superscript: 50.152Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsCoustone (Quietstone)Page superscript: 50.31,5Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsDry sandPage superscript: 51.85 to 314Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsGlass beads, 0.68 and 1.68 mm in diameterPage superscript: 50. The page prints both specimens on one line: the name “Glass beads, 0.68 and 1.68 mm in diameter” (wrapped after “mm”) against the cell “13,000 and 43,200”, and it does not say which resistivity belongs to which diameter. Pairing them by printed order would be a reading the page does not support, and two things argue against it: flow resistivity falls with the square of the grain size, so the larger bead should be the less resistive of the two, and Table 6.5 prints the same pair of beads from the same study with the sizes the other way round (“1.6 and 0.7 mm”). Both readings are kept, unpaired.13, 43,2Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsGravelPage superscript: 52.10Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsLead shotPage superscript: 36.1,373Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsOpen cell synthetic rubberPage superscript: 41.123,5Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsPerlitePage superscript: 53.4,3 to 32,8Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsPorous pavementPage superscript: 54.2 to 15Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
Granular materialsVermiculitePage superscript: 53.7,6 to 135Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
OtherAsphaltPage superscript: 52.30 000Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
OtherNitrile foam granulatePage superscript: 53.2,8Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
OtherPorous aluminiumPage superscript: 55.0,205Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
OtherPorous ceramicPage superscript: 56.44,5Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
OtherWood shavingsPage superscript: 44.2,5 to 54Cox & D'Antonio 3e Table 6.2, PDF page 250 (printed p. 193)
BagassePage superscript: 19.20Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
BambooPage superscript: 19.14Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
CeramicPage superscript: 19.2 to 6Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
CoirPage superscript: 39.156 to 370Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
CottonPage superscripts: 19, 20.8 to 33Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
FlaxPage superscripts: 19, 20.19 to 22Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
Glass and mineral woolsPage superscripts: 19, 44, 57.3 to 22Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
GraphitePage superscript: 19.5 to 10Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
HempPage superscripts: 19, 20, 57.22 to 94Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
JutePage superscripts: 19, 20.20 to 81Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
KenafPage superscripts: 19, 58.21 to 78Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
KevlarPage superscript: 19.12Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
PolyesterPage superscripts: 19, 42, 58.3 to 48Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
Poly(lactic acid)Page superscript: 57.62Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
PolypropylenePage superscripts: 19, 57. Cell printed "5–25, 63": a range and a separate value with nothing to pair them to.5 to 25, 63Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
RamiePage superscript: 20.37Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
Rice paddyPage superscript: 59. Superscript 59 is Putra et al., Adv. Acoust. Vib. 605932 (2013), the paddy-waste paper (ref. 60 is the same first authors' sugarcane paper).8 to 20Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
SisalPage superscript: 20.213Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
Sugar canePage superscript: 60. Superscript 60 is Putra et al., Procedia Eng. 53 (2013), the sugarcane paper (ref. 59 is the same first authors' paddy-waste paper).11 to 23Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
WoodPage superscripts: 19, 44.16 to 38Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
WoolPage superscript: 20. Cell printed "14, 37–63": a value and a separate range with nothing to pair them to.14, 37 to 63Cox & D'Antonio 3e Table 6.3, PDF page 251 (printed p. 194)
Fibrous materialsFeltsPage superscripts: 1, 41.0,83 to 0,97Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Fibrous materialsHempPage superscript: 41.0,99Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Fibrous materialsMineral woolPage superscripts: 1, 7, 41.0,92 to 0,99Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Fibrous materialsPolyesterPage superscript: 43. Superscript 43 is Kino and Ueno, Appl. Acoust. 69(7) (2008), not their 69(4) paper (ref. 45).0,96Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Fibrous materialsWood fibre boardPage superscript: 7.0,65 to 0,8Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Fibrous materialsWood wool boardPage superscript: 7.0,5 to 0,65Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Cellular materialsOpen cell acoustic foams (e.g., PU)Page superscripts: 7, 12, 41, 65. Name wraps over two lines on the page ("Open cell acoustic foams" / "(e.g., PU)"); the superscripts sit after the closing parenthesis.0,93 to 0,995Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Cellular materialsOpen cell ceramic foamsPage superscript: 19.0,8 to 0,9Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Cellular materialsOpen cell metal foamsPage superscripts: 19, 46.0,75 to 0,95Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Cellular materialsOpen cell synthetic rubberPage superscript: 41.0,83Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Cellular materialsPolylactide foamsPage superscript: 48.0,82 to 0,88Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Cellular materialsPartially reticulated foamsPage superscript: 12.0,97 to 0,98Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Cellular materialsReticulated vitreous carbonPage superscript: 66.0,91 to 0,97Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsConsolidated foam granulatesPage superscript: 50.0,61Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsCoustonePage superscript: 50.0,4Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsExpanded perliteNo superscript on the page.0,98Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsGlass beads (1.6 and 0.7 mm)Page superscript: 50. Cell printed "0.34, 0.38" against the name "Glass beads (1.6 and 0.7 mm)". The page does not make the pairing explicit (the sizes are joined by "and", the values by a comma, and the sizes are listed largest first, unlike Table 6.2), so both values are kept as reported rather than split into variants.0,34, 0,38Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsGravel and stone chip fillPage superscript: 7.0,25 to 0,45Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsLead shot, random loose packingPage superscript: 55. Name wraps over two lines on the page ("Lead shot, random loose" / "packing").0,36 to 0,45Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsNitrile foam granulatePage superscript: 53.0,91Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsOpen porous asphaltPage superscripts: 54, 67.0,13 to 0,29Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsPerlite (granular)Page superscript: 53.0,6 to 0,78Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsPorous renderPage superscript: 1.0,6 to 0,65Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsPumice concretePage superscript: 7.0,25 to 0,5Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsPumice fillPage superscript: 7.0,65 to 0,85Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsRubber crumbPage superscript: 53.0,44 to 0,54Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsSandPage superscript: 51.0,39 to 0,44Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsSintered metalPage superscript: 7.0,1 to 0,25Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Granular materialsVermiculite (granular)Page superscript: 53. Cell printed "≈0.65–0.68": the approximately-equals sign precedes the whole range.~0,65 to 0,68Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
OtherAerogelPage superscript: 19. The page prints the porosity as ">0.75", so it is held as the interval from 0.75 to 1, the most a porosity can be, with 0.75 the bound the page gives; the 1 is not a printed figure.> 0,75Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
OtherAsphaltPage superscript: 52.0,1Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
OtherBrickPage superscript: 1.0,25 to 0,3Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
OtherCeramic filtersPage superscript: 1.0,33 to 0,42Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
OtherFirebrickPage superscript: 1.0,15 to 0,35Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
OtherMarblePage superscript: 1. Cell printed "≈0.005".0,005Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
OtherPorous ceramicPage superscript: 56.0,43Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
OtherSandstonePage superscript: 1.0,02 to 0,06Cox & D'Antonio 3e Table 6.5, PDF page 253 (printed p. 196)
Fibrous materialFeltPage superscripts: 40, 41.30 to 5760 to 62Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Fibrous materialFibreglassPage superscripts: 41, 45.132 to 182237 to 400Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Fibrous materialPolyester fibresPage superscript: 43. References 43 and 45 are two different Kino and Ueno papers of 2008; 43 is the polyester fibre paper.73 to 86133 to 161Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialCellular rubberPage superscript: 87. Cellular rubber is listed under Cellular material here and under Granular materials in Table 6.9.915Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialMelamine foamPage superscripts: 41, 45.81 to 240255 to 470Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialMetal foamPage superscript: 46. The thermal length cell is a dash, so no thermal length is given.20Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialPlastic foamPage superscript: 40. Cells printed "25, 207, 230" and "70 and 690": three and two separate values with nothing to pair them to.25, 207, 23070, 690Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialPoroelastic foamPage superscript: 65. The Poroelastic foam row of Table 6.9 carries no superscript.41 to 48103 to 171Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialPolyimide foamPage superscript: 47. The thermal length cell is a dash, so no thermal length is given.39Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialPolylactide and polyethylene glycol foamPage superscript: 48. The name wraps over two lines and the superscript sits on the second line, after "foam".5 to 1275 to 167Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialPU, fully reticulatedPage superscript: 12. Viscous cell printed "96, 200–450": a value and a separate range with nothing to pair them to.96, 200 to 450280 to 600Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Cellular materialPU, partially reticulatedPage superscripts: 12, 47.24 to 240140 to 320Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Granular materialsLead shot2.1 mmPage superscript: 55. The page prints this row as "2.1 mm lead shot"; it is one of two lead shot specimens, recorded here as the name "Lead shot" with the variant "2.1 mm", which is also how Table 6.9 prints "Lead shot", once.280490Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Granular materialsLead shot4 mmPage superscript: 55. The page prints this row as "4 mm lead shot"; it is one of two lead shot specimens, recorded here as the name "Lead shot" with the variant "4 mm", which is also how Table 6.9 prints "Lead shot", once.500 to 550730 to 830Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Granular materials9 mm gravelPage superscript: 55. Name kept as printed, since the page gives only this one gravel specimen. Viscous cell printed "190, 290": two separate values with nothing to pair them to. The thermal length cell is a dash, so no thermal length is given.190, 290Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Granular materialsGlass beads, 0.1 mm diameterThe only row in the table with no superscript, so no credit is given for it.90180Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Granular materialsPerlite (expanded)Page superscript: 5. Reference 5 of chapter 6 is a Wikimedia Commons photograph credit (Siim Sepp, "Sand from Gobi Desert", licensed CC BY-SA 3.0, accessed 3 May 2015), not a source of measured characteristic lengths; the credit is recorded as the page prints it.5,115,4Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
OtherPorous aluminiumPage superscript: 55. Viscous cell printed "470, 770": two separate values with nothing to pair them to. The thermal length cell is a dash, so no thermal length is given.470, 770Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
OtherPorous ceramicPage superscript: 88.62273Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
OtherSnowPage superscript: 81.49 to 156131 to 582Cox & D'Antonio 3e Table 6.8, PDF page 261 (printed p. 204)
Fibrous materialsFeltPage superscript: 41.1,01Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Fibrous materialsCommon fibrous absorbents, e.g., rock woolNo superscript on the page, so no credit is given for this row. The name wraps over two lines, "wool" alone on the second.1 to 1,06Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Fibrous materialsPolyesterPage superscript: 43. References 43 and 45 are two different Kino and Ueno papers of 2008; 43 is the polyester fibre paper.1,03 to 1,05Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Fibrous materialsHempPage superscript: 41.1,01 to 1,05Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsMelamine foamPage superscripts: 41, 45.1,01Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsMetal foamPage superscript: 46.1,27Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsPlastic foamPage superscript: 65. Cell printed "1.06 and 1.7": two separate values with nothing to pair them to. Table 6.8 gives the Plastic foam characteristic lengths from reference 40 instead.1,06, 1,7Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsPoroelastic foamNo superscript on the page, so no credit is given for this row, although the Poroelastic foam row of Table 6.8 carries superscript 65.1,24 to 4,45Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsPolyimide foamPage superscript: 47.1,17Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsPolylactide and polyethylene glycol foamPage superscript: 48.1,2 to 1,6Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsPU foamPage superscripts: 41, 47.1,08 to 1,41Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsPU foam, fully reticulatedPage superscript: 12. Table 6.8 prints the same specimen as "PU, fully reticulated".1,04 to 1,06Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Cellular materialsPU foam, partially reticulatedPage superscript: 12. The upper bound is printed "2.30". Table 6.8 prints the same specimen as "PU, partially reticulated" and credits it to references 12 and 47.1,25 to 2,3Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsCellular rubberPage superscript: 87. Listed under Granular materials here and under Cellular material in Table 6.8.2,64Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsConsolidated foam granulatesPage superscript: 50.1,92Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsCoustone (Quietstone)Page superscript: 50.1,66Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsFused glass bead samplePage superscript: 91.1,75 to 3,84Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsLead shotPage superscript: 55. Printed once here, where Table 6.8 splits the same material into a 2.1 mm and a 4 mm specimen.1,46 to 1,54Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsLoose sand or dry cultivated soilNo superscript on the page, so no credit is given for this row.1,27 to 3,32Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsGlass beads, 0.1, 0.68, and 1.64 mm diameterPage superscript: 50. The name wraps over two lines and the superscript sits on the second line, after "diameter". The page gives one interval for the three bead sizes together, so no per-size variant can be split out.1,46 to 1,87Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsGranular materialsNo superscript on the page, so no credit is given for this row. The row name repeats the group heading.1,1 to 1,8Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsGravelPage superscripts: 52, 55. Printed without a size here, where Table 6.8 prints "9 mm gravel".1,5 to 1,8Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsOpen porous asphaltPage superscripts: 54, 67. Cell printed "2–3.3", the lower bound with no decimal.2 to 3,3Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsPerlitePage superscript: 5. Reference 5 of chapter 6 is a Wikimedia Commons photograph credit (Siim Sepp, "Sand from Gobi Desert", licensed CC BY-SA 3.0, accessed 3 May 2015), not a source of measured tortuosity; the credit is recorded as the page prints it. Table 6.8 prints the same material as "Perlite (expanded)".2,04Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsRubber crumbPage superscript: 53. Cell printed "1.13–1.26, 1.38–1.56": two separate intervals with nothing to pair them to.1,13 to 1,26, 1,38 to 1,56Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsRubber, open cell syntheticPage superscript: 41. Same value as the Cellular rubber row four lines above, which is credited to reference 87.2,64Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Granular materialsVermiculitePage superscript: 53. Cell printed "1.48–1.58, 1.8–2.46": two separate intervals with nothing to pair them to.1,48 to 1,58, 1,8 to 2,46Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherAsphaltPage superscript: 52.1,8Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherCompacted soilPage superscript: 52.1,4Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherForest floor, top layerPage superscript: 52.1,1Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherNitrile foam granulatePage superscript: 53. Cell printed "1.31, 1.49": two separate values with nothing to pair them to.1,31, 1,49Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherPorous ceramicPage superscript: 88.1,5Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherPorous aluminiumPage superscript: 55.1,07Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherSoft soilPage superscript: 52.1,3Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherSnowPage superscripts: 52, 81. Cell printed "1–1.6", the lower bound with no decimal.1 to 1,6Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherSnow (new)No superscript on the page, so no credit is given for this row. This row is missing from the PDF text layer and was read off the rendered page.1,5 to 2,7Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
OtherSnow (old crusted)No superscript on the page, so no credit is given for this row. Printed as the bare integer "4". This row is missing from the PDF text layer and was read off the rendered page; it is the last row of the table.4Cox & D'Antonio 3e Table 6.9, PDF page 262 (printed p. 205)
Mineral fibre materials0,92 to 0,99Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Foams0,95 to 0,995Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Felts0,83 to 0,95Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Wood-fibre boardUpper bound printed "0.80".0,65 to 0,8Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Wood-wool boardLower bound printed "0.50".0,5 to 0,65Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Porous renderLower bound printed "0.60".0,6 to 0,65Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Pumice concreteUpper bound printed "0.50".0,25 to 0,5Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Pumice fill0,65 to 0,85Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Gravel and stone chip fill0,25 to 0,45Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Ceramic filtresSpelled "filtres" on the page.0,33 to 0,42Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
BrickUpper bound printed "0.30".0,25 to 0,3Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Sinter metalLower bound printed "0.10".0,1 to 0,25Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Fire-clay0,15 to 0,35Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Sand stone0,02 to 0,06Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
MarbleThe only row with no range: the "σᵥ from" cell is empty and the "σᵥ to" cell reads "ca. 0.005". Last row of the table.0,005Mechel 2e Sect. G.1 Table 1, PDF page 363 (printed p. 348)
Glass fibreShot content cell printed "< 1": an upper bound, so the low end 0.0 is a floor and not a value. The prose calls this product group "glass fibre products".5,25,3< 14,8Mechel 2e Sect. G.11 Table 1, PDF page 409 (printed p. 394)
Basalt woolThe prose calls this product group "basalt wool products".3,9432,41Mechel 2e Sect. G.11 Table 1, PDF page 409 (printed p. 394)
Mineral fibreThe prose calls this product group "mineral fibre products (rockwool)".42,827,12,1Mechel 2e Sect. G.11 Table 1, PDF page 409 (printed p. 394)

Twenty-nine thin resistive facings, the wire meshes, glass cloths and sintered metal sheets that go over a porous absorber or across the mouth of a cavity, each with the flow resistance of unit area of it. That is the thing this table is most likely to be misread for. The porous catalogue above holds a flow resistivity, per metre of the bulk material it describes; a facing is a sheet with no thickness worth dividing by, so what is measured on it is a resistance in pascal seconds per metre, and the two quantities are a thickness apart. Multiplying one of these rows by a thickness gives a number nobody measured.

Two of the three tables print that resistance twice, once as the page’s N s/m³ and once as a multiple of the characteristic impedance of air, and neither says what it took the impedance to be. Both columns are kept as printed rather than one being recomputed from the other, because dividing them gives the impedance back: the wire meshes imply 407 to 421 Pa s/m and the sintered sheets 400, except for the one block that implies 397,7, which is a property of the page and not of any facing. The sintered sheets are also the only rows with a nonlinearity factor, the ratio of the resistances measured at face velocities of 500 and 20 cm/s, and they run from 1,8 to 5: a facing at 1 would be the linear one the rest of this library assumes. The others are named by what a weaver would call them, a wire count or a weave, and the search matches a bare number because that is what a glass cloth is called.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

FacingWeaveSpecific flow resistancePa·s/mNormalized flow resistanceWires per centimetre1/cmWire diameterµmThicknessmmMass per unit areakg/m²Surface densityg/m²Nonlinearity factorSource
125,70,014123301,6Vér & Beranek 2e TABLE 8.5, PDF page 266 (printed p. 262)
205,90,014202201,2Vér & Beranek 2e TABLE 8.5, PDF page 266 (printed p. 262)
4090,022401150,63Vér & Beranek 2e TABLE 8.5, PDF page 266 (printed p. 262)
4713,50,03347900,48Vér & Beranek 2e TABLE 8.5, PDF page 266 (printed p. 262)
80The page prints this mass twice, 0.31 kg/m2 and 0.63 lb/ft2, and 0.63 lb/ft2 is 3.08 kg/m2, ten times the first. The defective cell is the pound one, the restatement, which this catalogue does not hold; the row serves the 0.31 kg/m2 that the column above it and the weave of the mesh both support. See docs/ERRATA.md.24,60,0680570,31Vér & Beranek 2e TABLE 8.5, PDF page 266 (printed p. 262)
120The page prints this surface density twice, 3.16 oz/yd2 and 96 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.6 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”60 × 5830096Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
126The page prints this surface density twice, 5.37 oz/yd2 and 164 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.0 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”34 × 3245164Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
138The page prints this surface density twice, 6.70 oz/yd2 and 204 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.4 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”64 × 602 200204Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
181The page prints this surface density twice, 8.90 oz/yd2 and 272 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 10.9 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”57 × 54380272Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
1044The page prints this surface density twice, 19.2 oz/yd2 and 585 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.3 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”14 × 1436585Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
1544The page prints this surface density twice, 17.7 oz/yd2 and 535 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 12.2 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”14 × 1419535Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
3862The page prints this surface density twice, 12.3 oz/yd2 and 375 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.2 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”20 × 38350375Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
1658The page prints this surface density twice, 1.87 oz/yd2 and 57 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.2 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”24 × 241057Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
1562The page prints this surface density twice, 1.94 oz/yd2 and 59 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.5 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”30 × 16< 559Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
1500The page prints this surface density twice, 9.60 oz/yd2 and 293 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.1 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”16 × 1413293Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
1582The page prints this surface density twice, 14.5 oz/yd2 and 442 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.2 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”60 × 56400442Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
1584The page prints this surface density twice, 24.6 oz/yd2 and 750 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.2 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”42 × 36200750Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
1589The page prints this surface density twice, 12.0 oz/yd2 and 366 g/m2, and one ounce per square yard is 33.906 grams per square metre to three decimals, by the exact definitions of the ounce and the yard, so the two printings are 11.2 per cent apart. The whole column is, by the same factor; the page does not say which of its two columns carries it, so this row holds the g/m2 as printed and docs/ERRATA.md argues the pair. Footnote a: “Averaged over a large sample.”13 × 1211366Vér & Beranek 2e TABLE 8.6, PDF page 267 (printed p. 263)
FM 125Type 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.1000,2513,93,6Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
FM 127Type 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.1000,250,763,35Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
FM 185Type 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.1000,250,522,6Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
347-10-20-AC3A-AType 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.1000,250,51,322Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
347-10-30-AC3A-AType 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.1000,250,761,12Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
FM 802Hastelloy X, the one material footnote a excepts. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.1000,250,51,32Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
FM 134Type 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.3500,880,893,84,7Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
FM 122Type 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.5001,250,761,41,8Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
FM 126Type 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.5001,250,663,73,6Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
FM 190Type 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.5001,250,4123,3Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)
347-50-30-AC3A-AType 347 stainless steel, per footnote a. The flow resistance is for air at 70°F, per the column spanner, “Specific Flow Resistance Air, 70°F”.5001,250,761,42Vér & Beranek 2e TABLE 8.7, PDF page 267 (printed p. 263)

Fifteen resilient layers, which is what a floating floor floats on, each with the dynamic stiffness per unit area measured on it to ISO 9052-1. It is the thinnest table on this page and the one with the least to interpret: a stiffness, a density and a thickness, and the last two are here because four rock wool rows and four glass wool rows differ by nothing else.

The stiffness is the one the table’s heading prints, , the stiffness of the installed layer that a floor’s natural frequency takes, and not the apparent of the test specimen, which for a porous layer leaves out the air in its pores.

What a row is not is a product. A floating floor is designed with the stiffness its manufacturer declares for the material actually being laid; these are specimens somebody measured and published in an appendix, and they are the order of magnitude for when there is no declared value in front of you, or the way to see how far the stiffness moves when the same wool is laid at twice the density. Eleven are the author’s own measurements and the four rebond foams are credited to a paper of his own.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

MaterialDynamic stiffness per unit areaMN/m³Densitykg/m³ThicknessmmSource
Closed-cell polyethylene foam115455Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Expanded polystyrene781450Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Expanded polystyrene, pre-compressed681050Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Mineral wool, rock106030Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Mineral wool, rock118030Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Mineral wool, rock1410030Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Mineral wool, rock1914030Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Mineral wool, glass283613Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Mineral wool, glass113625Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Mineral wool, glass127525Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Mineral wool, glass77540Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Rebond foam (reconstituted open cell foam)126415Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Rebond foam (reconstituted open cell foam)96420Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Rebond foam (reconstituted open cell foam)76425Hopkins (2007) Table A3, PDF page 637 (printed p. 610)
Rebond foam (reconstituted open cell foam)169615Hopkins (2007) Table A3, PDF page 637 (printed p. 610)

The modulus a resilient layer springs with, for six materials a floating floor is laid on: glass wool, two rock wools, polystyrene foam, polyurethane foam and cork. A layer’s dynamic stiffness per unit area is this modulus divided by its thickness, so these rows give the stiffness of any thickness where the table above gives it for one. Every modulus is printed as a range and measured under a static load of about 2 kPa, and the load matters: the same page says rock wool is about 20 per cent softer at 1 kPa and 30 per cent stiffer at 4.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

MaterialDynamic modulusMPaDensitykg/m³Static loadkPaSource
Glass wool0,11 to 0,131252Vigran (2008) Table 8.3, PDF page 339 (printed p. 318)
Rock wool0,27 to 0,33150 to 1752Vigran (2008) Table 8.3, PDF page 339 (printed p. 318)
Rock wool0,25 to 0,3110 to 1352Vigran (2008) Table 8.3, PDF page 339 (printed p. 318)
Polystyrene foam0,3 to 310 to 202Vigran (2008) Table 8.3, PDF page 339 (printed p. 318)
Polyurethane foam7 to 1933 to 722Vigran (2008) Table 8.3, PDF page 339 (printed p. 318)
Cork10 to 30120 to 2502Vigran (2008) Table 8.3, PDF page 339 (printed p. 318)

What a finish did in a reverberation room, band by band, as the books print it. These are not properties of a material but of a specimen, a mounting and a room, which is why the same carpet is a different number in every book and why a coefficient above 1 is common and not an error. Bies says of his table that the values are selected from the literature, that reverberation times calculated from them are approximate only, and that it is better to use the manufacturer’s data or to measure. Long says of his that the list is by no means complete, and prints beside each row the ASTM C423 mounting it was measured on, because the airspace behind a material changes what it does: the same fibreglass board laid on the floor and hung over a 400 mm gap is two rows here, and at 125 Hz it is 0,03 on one and 0,65 on the other. The rows are held in materials.absorbers.PUBLISHED_ABSORPTION, keyed by the table they came off, and absorption_named answers with every carpet of every table rather than choosing one, which for a carpet is twenty-one of them.

Cox’s appendix is a third kind of table again: a compilation of twenty-nine sources, from Beranek in 1954 to a 2013 paper on the absorption of vegetation, with the source of each row printed beside it. That credit is kept, so a row says which study it came from and two rows of the same name from two studies sit next to each other instead of one of them being dropped.

Everest prints his credits in a column of their own, one source per row, and two rows where the source should be carry a dash instead: those two say nothing rather than borrowing the source above them.

The fourth table is Spanish, and its rows keep their language: Arau’s numbered list is where moqueta and hormigón come from, and a search for carpet will not find them. Two of its rows print an interval rather than a value, and are kept as intervals; one prints a single interval across two columns without saying which bands it is for, so no band takes it and each says what the page has there.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

FinishMount63 Hz125 Hz250 Hz500 Hz1 kHz2 kHz4 kHzSource
Concert hall seatsUnoccupied – heavily upholstered seats0,650,760,810,840,840,81Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsUnoccupied – medium upholstered seats0,540,620,680,70,680,66Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsUnoccupied – light upholstered seats0,360,470,570,620,620,6Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsUnoccupied – very light upholstered seats0,350,40,410,380,330,27Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsUnoccupied – average well-upholstered seating areas0,280,440,60,770,840,820,7Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsUnoccupied – leather-covered upholstered seating areas0,40,50,580,610,580,5Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsUnoccupied – metal or wood seats0,150,190,220,390,380,3Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsUnoccupied – concert hall, no seatshalls lined with thin wood or other materials <3 cm thick0,160,130,10,090,080,08Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsUnoccupied – concert hall, no seatsHalls lined with heavy materials0,120,10,080,080,080,08Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seats100% occupied audience (orchestra and chorus areas) – upholstered seats0,340,520,680,850,970,930,85Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsWooden pews – 100% occupied0,570,610,750,860,910,86Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsWooden chairs – 100% occupied0,60,740,880,960,930,85Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsWooden chairs – 75% occupied0,460,560,650,750,720,65Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
WallsAcoustic plaster, 10 mm thick sprayed on solid wall0,080,150,30,50,60,7Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
WallsHard surfaces (brick walls, plaster, hard floors, etc.)0,020,020,030,030,040,05Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
WallsGypsum board on 50 × 100 mm studs0,290,10,050,040,070,09Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
WallsPlaster, gypsum or lime, smooth finishon brick0,0130,0150,020,030,040,05Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
WallsPlaster, gypsum or lime, smooth finishon concrete block0,0120,090,070,050,050,04Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
WallsPlaster, gypsum or lime, smooth finishon lath0,0140,10,060,040,040,03Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
WallsSolid timber door0,140,10,060,080,10,1Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket16 kg/m³, 25 mm thick0,120,280,550,710,740,83Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket16 kg/m³, 50 mm thick0,170,450,80,890,970,94Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket16 kg/m³, 75 mm thick0,30,690,94111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket16 kg/m³, 100 mm thick0,430,861111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket24 kg/m³, 25 mm thick0,110,320,560,770,890,91Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket24 kg/m³, 50 mm thick0,270,540,94111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket24 kg/m³, 75 mm thick0,280,791111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket24 kg/m³, 100 mm thick0,4611111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket48 kg/m³, 50 mm thick0,30,81111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket48 kg/m³, 75 mm thick0,430,971111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket48 kg/m³, 100 mm thick0,6511111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket60 kg/m³, 25 mm thick0,180,240,680,8511Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialFibreglass or rockwool blanket60 kg/m³, 50 mm thick0,250,831111Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Acoustic materialPolyurethane foam, 27 kg/m³ 15 mm thick0,080,220,550,70,850,75Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsWood platform with large space beneath0,40,30,20,170,150,1Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsWood floor on joists0,150,110,10,070,060,07Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsConcrete or terrazzo0,010,010,010,020,020,02Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsConcrete block painted0,010,050,060,070,090,08Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsLinoleum, asphalt, rubber or cork tile on concrete0,020,030,030,030,030,02Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsVarnished wood joist floor0,150,120,10,070,060,07Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsCarpet, heavy, on concrete0,020,060,140,370,60,65Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsCarpet, heavy, on 1.35 kg/m² hair felt or foam rubber0,080,240,570,690,710,73Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsCarpet, 5 mm thick, on hard floor0,020,030,050,10,30,5Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsCarpet, 6 mm thick, on underlay0,030,090,20,540,70,72Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsCork floor tiles (3-4 inch thick) – glued downThe page prints the thickness as "3-4 inch". A cork floor tile between 75 and 100 mm thick is not a thing, and the classic compilations describe this specimen as three-quarters of an inch, about 19 mm; the name is held as printed and the reading is left to the reader.0,080,020,080,190,210,22Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
FloorsGlazed tile/marble0,010,010,010,010,020,02Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Ceilings13 mm mineral tile direct fixed to floor slab0,10,250,70,850,70,6Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Ceilings13 mm mineral tile suspended 500 mm below ceiling0,750,70,650,850,850,9Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
CurtainsLight velour, 338 g/m²hung flat on wall0,030,040,110,170,240,35Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
CurtainsLight velour, 338 g/m²hung in folds on wall0,050,150,350,40,50,5Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
CurtainsMedium velour, 475 g/m² draped to half area0,070,310,490,750,70,6Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
CurtainsHeavy velour, 610 g/m² draped to half area0,140,350,550,720,70,65Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
GlassGlass, heavy plate0,180,060,040,030,020,02Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
GlassOrdinary window0,350,250,180,120,070,04Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
OtherStage openings0,30,40,50,60,60,5Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
OtherWater (surface of pool)0,010,010,010,0150,020,03Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
OtherOrchestra with instruments on podium, 1.5 m² per person0,270,530,670,930,870,8Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
WallsGlass, 1/4″, heavy plate0,180,060,040,050,020,02Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsGlass, 3/32″, ordinary window0,550,250,180,120,070,04Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsGypsum board, 1/2″, on 2 × 4 studs0,290,10,050,040,070,09Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsPlaster, 7/8″, gypsum or lime, on brick0,0130,0150,020,030,040,05Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsPlaster, on concrete block0,120,090,070,050,050,04Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsPlaster, 7/8″, on lath0,140,10,060,040,040,05Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsPlaster, 7/8″, lath on studs0,30,150,10,050,040,05Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsPlywood, 1/4″, 3″ air space, 1″ batt,0,60,30,10,090,090,09Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsSoundblox, type B, painted0,740,370,450,350,360,34Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsWood panel, 3/8″, 3-4″ air space0,30,250,20,170,150,1Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsConcrete block, unpainted0,360,440,510,290,390,25Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsConcrete block, painted0,10,050,060,070,090,08Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsConcrete poured, unpainted0,010,010,020,020,020,03Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsBrick, unglazed, unpainted0,030,030,030,040,050,07Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsWood paneling, 1/4″, with airspace behind0,420,210,10,080,060,06Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsWood, paneling, 1″, with airspace behind0,190,140,090,060,060,05Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsShredded-wood fiberboard, 2″, on concreteA0,150,260,620,940,640,92Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsCarpet, heavy, on 5/8-in perforated mineral fiberboard0,370,410,630,850,960,92Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsBrick, unglazed, paintedA0,010,010,020,020,020,03Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsLight velour, 10 oz per sq yd, hung straight, in contact with wall0,030,040,110,170,240,35Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsMedium velour, 14 oz per sq yd, draped to half area0,070,310,490,750,70,6Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
WallsHeavy velour, 18 oz per sq yd, draped to half area0,140,350,550,720,70,65Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsFloors, concrete or terrazzoA0,010,010,0150,020,020,02Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsFloors, linoleum, vinyl on concreteA0,020,030,030,030,030,02Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsFloors, linoleum, vinyl on subfloor0,020,040,050,050,10,05Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsFloors, wooden0,150,110,10,070,060,07Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsFloors, wooden platform w/airspace0,40,30,20,170,150,1Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsCarpet, heavy on concreteA0,020,060,140,570,60,65Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsCarpet, on 40 oz (1.35 kg / m²) padA0,080,240,570,690,710,73Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsIndoor-outdoor carpetA0,010,050,10,20,450,65Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
FloorsWood parquet in asphalt on concreteA0,040,040,070,060,060,07Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
CeilingsAcoustical coating K-131″A0,080,290,750,980,930,96Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
CeilingsAcoustical coating K-131.5″A0,160,50,951,0610,97Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
CeilingsAcoustical coating K-132″A0,290,671,041,0610,97Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
CeilingsAcoustical coating K-13 “fc” 1″A0,120,380,881,161,151,12Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
CeilingsGlass-fiber roof fabric, 12 oz/yd0,650,710,820,860,760,62Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
CeilingsGlass-fiber roof fabric, 37.5 oz/yd0,380,230,170,150,090,06Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileStandard mineral fiber, 5/8″E4000,680,760,60,650,820,76Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileStandard mineral fiber, 3/4″E4000,720,840,70,790,760,81Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileStandard mineral fiber, 1″E4000,760,840,720,890,850,81Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileEnergy mineral fiber, 5/8″E4000,70,750,580,630,780,73Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileEnergy mineral fiber, 3/4″E4000,680,810,680,780,850,8Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileEnergy mineral fiber, 1″E4000,740,850,680,860,90,79Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileFilm faced fiberglass, 1″E4000,560,630,690,830,710,55Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileFilm faced fiberglass, 2″E4000,520,820,880,910,750,55Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Acoustical TileFilm faced fiberglass, 3″E4000,640,881,020,910,840,62Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Glass Cloth Acoustical Ceiling PanelsFiberglass tile, 3/4″E4000,740,890,670,890,951,07Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Glass Cloth Acoustical Ceiling PanelsFiberglass tile, 1″E4000,770,740,750,951,011,02Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Glass Cloth Acoustical Ceiling PanelsFiberglass tile, 1 1/2″E4000,780,930,881,011,021Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceUnoccupied well-upholstered seats0,190,370,560,670,610,59Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceUnoccupied leather-covered seats0,190,570,560,670,610,59Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceWooden pews, occupied0,570,440,670,70,80,72Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceFabric well-upholstered seats, with perforated seat pans, unoccupied0,190,370,560,670,610,59Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceLeather-covered upholstered seats, unoccupied0,440,540,60,620,580,5Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceAudience, seated in upholstered seats0,390,570,80,940,920,87Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceCongregation, seated in wooden pews0,570,610,750,860,910,86Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceChair, metal or wood seat, unoccupied0,150,190,220,390,380,3Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Seats and AudienceStudents, informally dressed, seated in tablet-arm chairs0,30,410,490,840,870,84Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersDuct Liners1/2″0,110,510,480,70,880,98Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersDuct Liners1″0,160,540,670,850,971,01Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersDuct Liners1 1/2″0,220,730,810,971,031,04Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersDuct Liners2″0,330,90,961,071,071,09Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 150, 1″F0,130,510,460,650,740,95Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 150, 2″F0,250,730,941,031,021,09Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 200, 1/2″F0,10,440,290,390,630,81Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 200, 1″F0,150,590,530,780,851Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 200, 2″F0,280,811,041,11,061,09Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 300, 1/2″F0,090,430,310,430,660,98Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 300, 1″F0,140,560,630,820,991,04Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 150, 1″A0,060,240,470,710,850,97Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 150, 2″A0,20,510,881,020,991,04Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Duct LinersAeroflex Type 300, 1″A0,080,280,650,891,011,04Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Building Insulation - FiberglassBuilding Insulation - Fiberglass3.5″ (R-11) (insulation exposed to sound)A0,340,851,090,970,971,12Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Building Insulation - FiberglassBuilding Insulation - Fiberglass6.0″ (R-19) (insulation exposed to sound)A0,641,141,090,9911,21Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Building Insulation - FiberglassBuilding Insulation - Fiberglass3.5″ (R-11) (FRK facing exposed to sound)A0,561,111,160,610,40,21Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Building Insulation - FiberglassBuilding Insulation - Fiberglass6.0″ (R-19) (FRK facing exposed to sound)A0,941,331,020,710,560,39Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 3lb/ft³, 1″ thickA0,030,220,690,910,960,99Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 3lb/ft³, 2″ thickA0,220,821,211,11,021,05Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 3lb/ft³, 3″ thickA0,531,191,211,081,011,04Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 3lb/ft³, 4″ thickA0,841,241,241,0810,97Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 3lb/ft³, 1″ thickE4000,650,940,760,9811,14Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 3lb/ft³, 2″ thickE4000,660,951,061,111,091,18Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 3lb/ft³, 3″ thickE4000,660,931,131,11,111,14Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 3lb/ft³, 4″ thickE4000,651,011,21,141,11,16Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 6lb/ft³, 1″ thickA0,080,250,740,950,971Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 6lb/ft³, 2″ thickA0,190,741,171,111,011,01Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 6lb/ft³, 3″ thickA0,541,121,231,071,011,05Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 6lb/ft³, 4″ thickA0,751,191,171,050,970,98Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 6lb/ft³, 1″ thickE4000,680,910,780,971,051,18Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 6lb/ft³, 2″ thickE4000,620,950,981,071,091,22Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 6lb/ft³, 3″ thickE4000,660,921,111,121,11,19Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, 6lb/ft³, 4″ thickE4000,590,911,151,111,111,19Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, FRK faced, 1″ thickA0,120,740,720,680,530,24Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, FRK faced, 2″ thickA0,510,650,860,710,490,26Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, FRK faced, 3″ thickA0,840,880,860,710,520,25Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, FRK faced, 4″ thickA0,880,90,840,710,490,23Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, FRK faced, 1″ thickE4000,480,60,80,820,520,35Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, FRK faced, 2″ thickE4000,50,610,990,830,510,35Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, FRK faced, 3″ thickE4000,590,641,090,810,50,33Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Fiberglass Board (FB)FB, FRK faced, 4″ thickE4000,610,691,080,810,480,34Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
Curtains or drapesLight velour 0.338 kg/m² hung straight in contact with wall0,040,050,110,180,30,35Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Curtains or drapesMedium velour 0.475 kg/m², hung straight0,050,070,130,220,320,35Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Curtains or drapesMedium velour 0.475 kg/m², draped to half area0,070,310,490,750,70,6Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Curtains or drapesHeavy velour, 0.61 kg/m² hung straight0,050,120,350,480,380,36Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Curtains or drapesHeavy velour, 0.61 kg/m² draped to half area0,140,350,550,770,70,6Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Variation with drapingVariation with drapingHung straight0,040,160,190,170,20,25Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Variation with drapingVariation with drapingDraped to half area0,150,250,30,280,350,4Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Variation with drapingVariation with drapingDraped to 40% of area0,190,310,350,340,440,5Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Variation with drapingVariation with drapingCurtains in folds against wall0,050,150,350,40,50,5Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Cotton curtains, 0.475 kg/m²Cotton curtains, 0.475 kg/m²Draped to 7/8 area0,030,120,150,270,370,42Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Cotton curtains, 0.475 kg/m²Cotton curtains, 0.475 kg/m²Draped to 3/4 area0,040,230,40,570,530,4Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Cotton curtains, 0.475 kg/m²Cotton curtains, 0.475 kg/m²Draped to 1/2 area0,070,370,490,810,650,54Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetCarpet heavy, on concrete0,020,060,140,370,60,65Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetHeavy carpet (same as line above) on foam rubber or 1.35 kg/m² hair felt0,080,240,570,690,710,73Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetHeavy carpet (same as 2 lines above) with latex backing on foam rubber or 1.35 kg/m² hair felt0,080,270,390,340,480,63Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetHaircord on felt0,10,150,250,30,30,3Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetPile and thick felt0,070,250,50,50,60,65Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetNo underlay (pad), woven wool loop, 1.2 kg/m² 2.4 mm pile height0,10,160,110,30,50,47Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetNo underlay (pad), woven wool loop, 1.4 kg/m² 6.4 mm pile height0,150,170,120,320,520,57Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetNo underlay (pad) woven wool loop, 2.3 kg/m² 9.5 mm pile height0,170,180,210,50,630,83Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetLoop pile tufted carpet, 1.4 kg/m², hair underlay 1.4 kg/m²0,030,250,550,70,620,84Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetLoop pile tufted carpet, 1.4 kg/m², hair underlay 3.0 kg/m²0,10,40,620,70,630,88Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetLoop pile tufted carpet, 1.4 kg/m², hair and jute underlay 3 kg/m²0,20,50,680,720,650,9Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetLoop pile tufted carpet, 1.4 kg/m², no underlay0,040,080,170,330,590,75Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetLoop pile tufted carpet, 0.7 kg/m², 1.4 kg/m² hair underlay pad0,10,190,350,790,690,79Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Carpet16 mm wool pile with underlay0,20,250,350,40,50,75Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Carpet9.5 mm wool pile no underlay on concrete0,090,080,210,260,270,37Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetCord carpet0,050,050,10,20,450,65Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetThin (6 mm) carpet on underlay0,030,090,20,540,70,72Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Carpet6 mm pile carpet bonded to closed-cell foam underlay0,030,090,250,310,330,44Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetThick (9 mm) carpet on underlay0,080,080,30,60,750,8Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetNeedle felt 5 mm stuck to concrete0,010,020,050,150,30,4Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
CarpetThin carpet cemented to concrete0,020,040,080,20,350,4Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsWood block/lino/rubber flooring0,020,040,050,050,10,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsParquet fixed with asphalt, on concrete0,040,040,070,060,060,07Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsWood on solid floor0,040,040,030,030,030,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsFloors, wood0,150,110,10,070,060,07Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsWood platform, large airspace below0,40,30,20,170,150,1Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsFloor boards on joist floor0,150,20,10,10,10,1Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsFloors, concrete or terrazzo0,010,010,0150,020,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsConcrete floor0,010,020,020,020,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsLinoleum or vinyl stuck to concrete0,020,020,030,040,040,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsLinoleum, asphalt tile, or cork tile on concrete0,020,030,030,030,030,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsLayer of rubber, cork, linoleum and underlay, or vinyl and underlay, stuck to concrete0,020,020,040,050,050,1Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsCork, lino or rubber tile on solid floor0,040,030,040,040,030,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floors25 mm cork on solid backing0,050,10,20,550,60,55Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Other floorsSlate0,010,010,010,020,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Theatre seating, unoccupiedBeranek's values0,190,370,560,670,610,59Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Theatre seating, unoccupiedAverage of nine modern seating designs, 0.9 m row spacing0,340,460,640,710,770,85Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Theatre seating, unoccupiedOne seat type, 0.8 m row spacing0,290,390,610,740,830,88Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Theatre seating, unoccupiedSame seat as line above, 0.9 m row spacing0,250,350,580,70,780,84Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Theatre seating, unoccupiedSame seat as two lines above, 1 m row spacing0,230,340,520,650,730,75Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Theatre seating, unoccupiedUpholstered seating0,450,60,730,80,750,64Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Theatre seating, unoccupiedUpholstered seating, well upholstered0,440,60,770,890,820,7Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Theatre seating, unoccupiedUpholstered seating, leather covered0,40,50,580,610,580,5Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Seating, occupiedOccupied theatre seating average from References 1 and 160,410,580,80,90,920,89Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Seating, occupiedAudience on timber seats (1/m²)0,160,240,560,690,810,78Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Seating, occupiedAudience on timber seats (2/m²)0,240,40,780,980,960,87Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Seating, occupiedOrchestra with instruments (1.5 m²/person)0,270,530,670,930,870,8Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Seating, occupiedWooden pews (100% occupancy)0,570,610,750,860,910,86Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Seating, occupiedWooden chairs (100% occupancy)0,60,740,880,960,930,85Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Seating, occupiedWooden pews (75% occupancy)0,460,560,650,750,720,65Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Standing audience2.7 people/m² (see Reference 18)0,230,460,951,211,21,14Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
MiscellaneousWater surface in swimming pool0,010,010,010,010,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
MiscellaneousWater surface in swimming pool0,0080,0080,0130,0150,020,025Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
MiscellaneousMarble or glazed tile0,010,010,010,010,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
MiscellaneousSolid wooden door0,140,10,060,080,10,1Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
MiscellaneousVentilation grille0,60,60,60,60,60,6Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
MiscellaneousEgg boxes0,010,070,430,620,510,7Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
MiscellaneousAnechoic chamber wall (wedges)0,9970,9970,9970,9970,9970,997Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
WoodPlywood panelling, 1 cm thick0,280,220,170,090,10,11Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wood22 mm chipboard, 50 mm cavity filled with mineral wool0,120,040,060,050,050,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wood3–4 mm plywood sheets, >75 mm cavity with 25–50 mm mineral wool0,50,30,10,050,050,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
WoodPlywood/hardwood, air space0,320,430,120,070,070,11Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wood6 mm wood fibreboard on laths, cavity >100 mm deep0,30,20,20,10,050,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
WoodFibreboard, solid backing0,050,10,150,250,30,3Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
WoodFibreboard, 25 mm air space0,30,30,30,30,30,3Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wood9.5–12.7 mm wood panelling, 5–10 cm air space behind0,30,250,20,170,150,1Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
WoodWood, 50 mm thick0,010,050,050,040,040,04Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
ConcreteRough concrete0,020,030,030,030,040,07Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
ConcreteSmooth unpainted concrete0,010,010,020,020,020,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
ConcreteSmooth concrete, painted or glazed0,010,010,010,020,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
ConcreteConcrete block, coarse0,360,440,310,290,390,25Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
ConcreteConcrete block, painted0,10,050,060,070,090,08Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
ConcretePorous concrete blocks without surface finish, 400–800 kg/m³0,050,050,050,080,140,2Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
ConcreteClinker concrete, no surface finish, 800 kg/m³0,10,20,40,60,50,6Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Bricks and blocksBrick, unglazed0,030,030,030,040,050,07Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Bricks and blocksBrickwork, plain painted0,050,040,020,040,050,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Bricks and blocksSmooth brickwork with flush pointing, painted0,010,010,020,020,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Bricks and blocksBrick, unglazed, painted0,010,010,020,020,020,03Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Bricks and blocksSmooth brickwork with flush pointing0,020,030,030,040,050,07Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Bricks and blocksSmooth brickwork, 10 mm deep pointing, pit sand mortar0,080,090,120,160,220,24Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Bricks and blocksBreeze block0,20,30,60,60,50,5Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterLime cement plaster0,020,020,030,040,050,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterGlaze plaster0,010,010,010,020,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterPainted plaster surface0,020,020,020,020,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterPlaster with wallpaper on backing paper0,020,030,040,050,070,08Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterPlaster, gypsum, or lime, rough finish on lath0,020,030,040,050,040,03Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterPlaster, gypsum, or lime, smooth finish on lath0,140,10,060,040,040,03Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterPlaster, gypsum, or lime, smooth finish on lath0,020,020,030,040,040,03Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterPlaster, on laths/studs, air space0,30,10,10,050,040,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterPlaster, gypsum, or lime, smooth finish on tile or brick0,0130,0150,020,030,040,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterPlaster, lime, or gypsum on solid backing0,030,030,020,030,040,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterAcoustics plaster0,30,350,50,70,70,7Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterAcoustics plaster, 40 mm thick0,310,550,840,780,710,54Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterAcoustics plaster, 68 mm thick0,470,740,760,650,620,49Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterboardGypsum board, 1.27 cm nailed to studs with 4.1 m c-t-c0,290,10,050,040,070,09Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterboardPlasterboard on frame, 9.5 mm boards, 10 cm empty cavity0,110,130,050,030,020,03Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterboardPlasterboard on frame, 9.5 mm boards, 10 cm cavity filled with mineral wool0,280,140,090,060,050,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterboardPlasterboard on frame, 13 mm boards, 10 cm empty cavity0,080,110,050,030,020,03Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
PlasterboardPlasterboard on frame, 13 mm boards, 10 cm cavity filled with mineral wool0,30,120,080,060,060,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Plasterboard2 × 13 mm plasterboard on steel frame, 5 cm mineral wool in cavity, surface painted0,150,10,060,040,040,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
GlazingGlass, ordinary window glass0,350,250,180,120,070,04Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
GlazingSingle pane of glass, 3–4 mm0,20,150,10,070,050,05Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
GlazingSingle pane of glass, >4 mm0,10,070,040,030,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
GlazingSingle pane of glass, 3 mm0,080,040,030,030,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
GlazingDouble glazing, 2–3 mm glass, 1 cm gap0,10,070,050,030,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
GlazingDouble glazing, 2–3 mm glass, >3 cm gap0,150,050,030,030,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
GlazingGlass, large panes, heavy glass0,180,060,040,030,020,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam25 mm fibreglass, rigid backing0,080,250,450,750,750,65Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam2.54 cm fibreglass, 24 to 48 kg/m³0,080,250,650,850,80,75Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam2.5 cm fibreglass, 2.5 cm airspace0,150,550,80,90,850,8Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam5 cm fibreglass, rigid backing0,210,50,750,90,850,8Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam7.5 cm fibreglass, rigid backing0,350,650,80,90,850,8Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam10 cm fibreglass, rigid backing0,450,90,9510,950,85Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam5 cm mineral wool (40 kg/m³), glued to wall, untreated surface0,150,70,60,60,850,9Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam5 cm mineral wool (40 kg/m³), glued to wall, surface sprayed with thin plastic solution0,150,70,60,60,750,75Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam5 cm mineral wool (70 kg/m³) 30 cm in front of wall0,70,450,650,60,750,65Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam5 cm wood-wool set in mortar0,080,170,350,450,650,65Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam5.1 cm fibreglass, panels with plastic sheet wrapping and perforated metal facing0,330,790,990,910,760,64Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foam5.1 cm fibreglass, 24–48 kg/m³0,170,550,80,90,850,8Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foamAcoustic tile, 1.27 cm thick0,070,210,660,750,620,49Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foamAcoustic tile, 1.9 cm thick0,090,280,780,840,730,64Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foamPolyurethane foam, 2.5 cm thick0,160,250,450,840,970,87Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Wools and foamThermafleece, sheep wool absorbent 100 mm thick0,470,8610,940,961,02Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
BallastBallast or other crushed stone, 3.18 cm, 15.2 deep0,190,230,430,370,580,62Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
BallastBallast or other crushed stone, 3.18 cm, 30.5 cm deep0,270,580,480,540,730,63Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
BallastBallast or other crushed stone, 3.18 cm, 45.7 cm deep0,410,530,640,840,910,63Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
BallastBallast or other crushed stone, 0.64 cm, 15.2 cm deep0,220,640,70,790,880,72Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Microperforated absorberMicroperforated absorber4 cm cavity0,080,270,70,350,110,04Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Microperforated absorberMicroperforated absorber40 cm cavity0,640,560,410,280,130,06Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
DiffusersHybrid absorber-diffuser (BAD panel mounted on 2.5 cm fibreglass)0,170,40,8610,840,61Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Diffusers2D N = 7 QRD, design freq. = 500 Hz0,140,120,140,20,090,12Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Diffusers2D N = 7 QRD as line above, with cloth covering0,160,170,280,410,260,3Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Diffusers1D N = 7 QRD, design freq. = 500 Hz0,110,10,070,080,060,06Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Diffusers1D N = 7 QRD as line above, with cloth covering0,130,140,20,240,20,23Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Green wall systemsData from Azkorra et al.0,460,420,360,380,450,5Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Green wall systemsData from Wong et al. (100% greenery)0,090,230,430,460,50,48Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Green wall systemsData from Yang et al.0,610,620,690,680,680,72Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different percentage of vegetative coverTop soil with different percentage of vegetative cover0%, bare soil0,270,570,760,90,890,84Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different percentage of vegetative coverTop soil with different percentage of vegetative cover20%0,340,630,790,920,890,81Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different percentage of vegetative coverTop soil with different percentage of vegetative cover40%0,390,680,830,950,90,83Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different percentage of vegetative coverTop soil with different percentage of vegetative cover60%0,450,720,850,970,90,8Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different percentage of vegetative coverTop soil with different percentage of vegetative cover80%0,460,730,850,970,890,72Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different percentage of vegetative coverTop soil with different percentage of vegetative cover100%, completely covered0,490,750,890,980,910,73Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different moisture contentTop soil with different moisture content12.5%0,260,550,730,890,850,67Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different moisture contentTop soil with different moisture content17%0,250,510,690,810,780,57Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different moisture contentTop soil with different moisture content20.4%0,230,450,570,640,580,38Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different moisture contentTop soil with different moisture content23.8%0,20,360,430,460,380,2Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different moisture contentTop soil with different moisture content25.4%0,140,280,330,340,290,12Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Top soil with different moisture contentTop soil with different moisture content34.1%0,070,220,230,240,20,06Cox & D'Antonio 3e Appendix A, PDF pages 532-536 (printed pp. 475-479)
Pared de ladrillo0,0250,0250,030,040,050,07Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Pared de ladrillo pintado0,010,010,020,020,020,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Pared de ladrillo encalada0,020,020,020,030,03Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Bloque de hormigón áspero0,360,440,310,290,390,25Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Bloque de hormigón pintado0,10,050,060,070,090,08Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Hormigón de obra fino0,01 to 0,020,01 to 0,020,02 to 0,040,02 to 0,060,02 to 0,080,03 to 0,1Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Hormigón de obra pintado al esmalte0,010,010,010,020,020,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Hormigón enfoscado muy fino0,0040,0040,0050,0060,0080,015Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Yeso, escayola, 5 cm0,080,060,050,040,040,04Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Yeso, escayola fibrosa, 5 cm0,350,30,20,550,10,04Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Enlucido de paredes0,01 to 0,040,01 to 0,040,02 to 0,040,03 to 0,060,04 to 0,060,03 to 0,06Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Yeso, escayola, con acabado áspero0,140,10,060,050,040,03Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Yeso, escayola, con acabado fino0,140,10,060,040,040,03Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Yeso 25 mm con cámara aire en el dorso0,160,10,060,040,040,04Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Tablero de cartón yeso de 13 mm con cámara aire en el dorso sujeto por perfiles 5 × 10 cm interdistanciados 40 cm0,290,10,050,040,070,09Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Tablero de yeso de 15 mm montado en idénticas condiciones que 150,20,080,050,050,050,05Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Mármol o baldosa pulida0,010,010,010,010,020,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Contrachapado de madera de 10 mm formando pequeñas cavidades máx. 25 mm en dorso0,280,220,170,090,10,08Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Contrachapado de madera de 6 mm con 80 mm cavidad de aire rellenada parcialmente con material absorbente0,60,30,10,090,090,09Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Contrachapado de madera de 6 mm con 80 mm cavidad de aire rellenada parcialmente con material absorbenteIgual que 19, pero sin material absorbente0,40,180,080,050,040,03Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Contrachapado de madera de 3 mm con cavidad de aire en el dorso0,110,210,10,050,030,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Madera fijada sólidamente a una pared o a un sólido0,040,040,030,030,030,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Plafón de madera de pino de 20 mm y 50 mm de cámara de aire0,10,110,10,080,080,05Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Plafón de madera de cedro con cámara en el dorso0,20,150,150,10,10,1Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Madera delgada (5 a 10 mm) formando cámara de aire en el dorso0,420,210,060,050,040,04Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Madera (10 a 13 mm) formando cámara de aire 50 a 100 mm en el dorso0,30,250,20,170,150,1Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Madera sólida, 5 cm de espesor0,010,050,050,040,040,04Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Vidrios de 6 mm área pequeña0,040,040,030,030,020,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Vidrios de 6 mm área grande0,180,060,040,030,020,018Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Vidrio de 3 mm ventana0,350,250,180,120,070,04Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Vitrinas emplomadas 3 mm0,640,40,20,130,170,05Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Vidrios pesados luna grande0,180,060,040,030,020,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Pavimento cerámico0,010,010,010,020,020,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Baldosa de tierra sobre hormigón0,020,030,030,030,030,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Loseta de caucho sobre hormigón0,0190,0330,040,0360,0180,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Loseta de linóleo sobre hormigón0,040,030,040,040,030,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Loseta de plástico vinílico sobre hormigón0,040,030,040,040,030,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Losa de corcho de 2 cm encerada y pulida0,040,030,050,110,070,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Parqué sobre rastreles0,050,030,060,090,10,2Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Parqué encima de hormigón0,040,040,070,060,060,07Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Madera barnizada sobre vigas0,150,110,10,070,060,07Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Plataformas de madera con gran profundidad de aire0,40,30,20,170,150,1Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Alfombra gruesa encima de hormigón0,020,060,140,370,60,65Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Alfombra gruesa encima de fieltro o caucho espumado0,080,240,570,690,710,73Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Alfombra pesada con látex impermeable encima de fieltro o caucho espumado0,080,270,390,340,480,63Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Moqueta de 10 mm sobre pared0,090,080,210,270,270,37Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Moqueta de 3 mm sobre fieltro encima de hormigón0,110,140,370,430,270,25Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Moqueta de goma de 5 mm0,040,040,080,120,130,1Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Cortina ligera de algodón de 340 g/m² de gramaje, plana a la pared0,030,040,110,170,240,35Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Cortina de algodón de 480 g/m² plana a la pared0,050,070,130,220,320,35Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Cortina de terciopelo de 620 g/m² plana a la pared0,050,120,350,450,380,36Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Cortina de algodón de 340 g/m² fruncida al 150 %0,070,310,490,810,660,54Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Cortina de algodón de 480 g/m² fruncida al 150 %0,070,310,490,750,70,6Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Cortina de algodón de 620 g/m² fruncida al 150 %0,140,350,550,720,70,65Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Cortina de algodón de 340 g/m² fruncida al 187,5 %0,030,120,150,270,370,42Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Cortina de algodón de 340 g/m² fruncida al 175 %0,040,230,40,570,530,4Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Fieltro de 25 mm0,180,360,710,790,820,85Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Fieltro de 25 mm con intervalos de aire a 50 mm0,350,620,880,920,780,84Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Fibra de vidrio 22 kg/m² 30 mm0,10,320,550,660,790,77Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Fibra de vidrio 22 kg/m² 30 mmÍdem 50 mm0,190,430,770,820,940,83Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Fibra de vidrio 22 kg/m² 30 mmÍdem 70 mm0,330,650,880,910,970,94Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Fibra de vidrio 22 kg/m² 30 mmÍdem 100 mm0,540,870,10,960,970,93Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Agua (piscinas)0,010,010,010,010,020,02Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Abertura de escenario0,30,40,50,60,60,5Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Audiencia ocupando butacas bien tapizadas0,520,680,850,970,930,85Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Butacas bien tapizadas0,490,660,80,880,820,7Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Butacas tapizadas de cuero0,440,540,60,620,580,5Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Bancos de iglesia de madera 100 % ocupados0,570,610,750,860,910,86Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Asientos de madera 100 % ocupados0,60,740,880,960,930,85Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Asientos de madera 75 % ocupados0,460,560,650,750,720,65Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Lana de roca 100 kg/m² 30 mm0,070,40,880,920,961,05Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Lana de roca 100 kg/m² 30 mmÍdem 50 mm0,190,740,950,980,961,04Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Lana de roca 100 kg/m² 30 mmÍdem 80 mm0,350,860,920,991,021,03Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Espuma de poliuretano de 15 mm con forro de plástico ligero0,020,080,240,480,720,7Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Espuma de poliuretano de 15 mm con forro de plástico ligeroÍdem 30 mm0,130,750,71,0210,95Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Espuma de poliuretano con forro film de plástico0,210,520,640,640,60,62Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Panel metálico perforado Ø 20 mm p = 14.9 % Cavidad de aire 100 mm. Espesor fibra interior 30 mm. Espesor del plafón perforado 0.95 mm0,270,780,930,710,550,51Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Panel metálico perforado Ø 20 mm p = 14.9 % Cavidad de aire 100 mm. Espesor fibra interior 30 mm. Espesor del plafón perforado 0.95 mmIgual que 80 con cavidad de aire 200 mm0,880,880,630,540,47Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Panel metálico perforado Ø 20 mm p = 14.9 % Cavidad de aire 100 mm. Espesor fibra interior 30 mm. Espesor del plafón perforado 0.95 mmIgual que 80 con cavidad de aire 400 mm0,780,660,730,610,48Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Resonador del tipo figura 6.9 y F.6.7 de ranuras en bloques de hormigón de 200 × 200 × 500 mm con fibra de vidrio en los alveolos0,720,580,770,720,490,45Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Resonador del tipo figura 6.9 y F.6.7 de ranuras en bloques de hormigón de 200 × 200 × 500 mm con fibra de vidrio en los alveolosIgual que 83, pero con alveolos vacíos0,690,130,070,070,140,15Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Revestimiento textil de muros 100 % poliamida, masa superficial 0.640, 1.8 mm grueso y reverso de fibras minerales0,020,030,090,140,290,57Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Velo rizado 100 % PL VA 1.75 kg/m² de 6 mm, parte dorsal yute o algodón0,050,120,170,250,450,88Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Tejido de napa + film PE 3 mm0,020,050,10,140,220,24Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Tejido 53 % algodón 33 % fibra 14 % lino 0.24 kg/m²0,020,040,070,260,30,15Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Tela de lino y en el dorso papel 0.48 kg/m² de 1.2 mm0,020,030,070,10,140,16Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Revestimiento textura alveolar textil con fibras y en el dorso espuma de poliuretano 0.650 kg/m² de 7 mm0,060,090,140,190,60,88Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Revestimiento textura alveolar textil con fibras y en el dorso espuma de poliuretano 0.650 kg/m² de 7 mmÍdem, pero 0.940 kg/m² de 17 mm0,050,190,350,840,980,89Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Revestimiento textil de suelo o moqueta de terciopelo trenzado 100 % de 1.2 kg/m² espuma SBR en zona dorsal0,010,040,090,0150,30,38Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Moqueta con espuma SBR en zona dorsal 2.235 kg/m², 10 mm0,030,080,280,330,380,42Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Moqueta tapiz trenzado 1.575 kg/m², 5.5 mm0,010,040,070,180,390,42Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Pared de baldosa perforada, con lana mineral 5 cm + 50 cm de cámara de aire0,50,410,350,390,260,32Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Rejillas del sistema de aire acondicionadoLa página imprime un solo intervalo, 0.15 – 0.50, a caballo de las columnas de 125 y 250 Hz, y no dice a qué bandas se aplica.0.15 – 0.500.15 – 0.500.15 – 0.500.15 – 0.500.15 – 0.500.15 – 0.50Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Grava suelta y húmeda de 20 cm de grosor0,150,250,40,550,60,6Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Suelo áspero0,210,520,640,640,60,62Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
Hierba 5 cm de altura0,110,260,60,690,820,99Arau-Puchades (1999) Tabla 6.1, PDF pages 193-195 (printed pp. 190-192)
POROUS TYPEDrapes: cotton 14 oz/sq yddraped to 7/8 area0,030,120,150,270,370,42Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPEDrapes: cotton 14 oz/sq yddraped to 3/4 area0,040,230,40,570,530,4Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPEDrapes: cotton 14 oz/sq yddraped to 1/2 area0,070,370,490,810,650,54Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPEDrapes: medium velour, 14 oz/sq yddraped to 1/2 area0,070,310,490,750,70,6Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPEDrapes: heavy velour, 18 oz/sq yddraped to 1/2 area0,140,350,550,720,70,65Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPECarpet: heavy on concrete0,020,060,140,370,60,65Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPECarpet: heavy on 40 oz hair felt0,080,240,570,690,710,73Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPECarpet: heavy with latex backing on foam or 40 oz hair felt0,080,270,390,340,480,63Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPECarpet: indoor/ outdoor0,010,050,10,20,450,65Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPEAcoustical tile, ave, 1/2” thick0,070,210,660,750,620,49Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
POROUS TYPEAcoustical tile, ave, 3/4” thick0,090,280,780,840,730,64Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSConcrete block, coarse0,360,440,310,290,390,25Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSConcrete block, painted0,10,050,060,070,090,08Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSConcrete floor0,010,010,0150,020,020,02Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSFloor: linoleum, Asphalt-tile, or cork tile on concrete0,020,030,030,030,030,02Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSFloor: wood0,150,110,10,070,060,07Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSGlass: large panes, heavy glass0,180,060,040,030,020,02Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSGlass, ordinary window0,350,250,180,120,070,04Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSDrop CeilingOwens-Corning Frescor, painted, 5/8” thick, Mounting 70,690,860,680,870,90,81Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSPlaster, gypsum or lime, smooth finish on tile or brick0,0130,0150,020,030,040,05Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSPlaster: gypsum or lime, smooth finish on lath0,140,10,060,050,040,03Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
MISC. BUILDING MATERIALSGypsum board: 1/2” on 2 x 4s, 16” on centers0,290,10,050,040,070,09Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPlywood panel: 3/8” thick0,280,220,170,090,10,11Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPolycylindricalchord 45” height 16” empty0,410,40,330,250,20,22Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPolycylindricalchord 35” height 12” empty0,370,350,320,280,220,22Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPolycylindricalchord 28” height 10”empty0,320,350,30,250,20,23Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPolycylindricalchord 28” height 10” filled0,350,50,380,30,220,18Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPolycylindrical (Continued)chord 20” height 8” empty0,250,30,330,220,20,21Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPolycylindrical (Continued)chord 20” height 8” filled0,30,420,350,230,190,2Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPerforated Panel 5/32” thick, 4” depth, 2” glass fiberPerf: 0.18%0,40,70,30,120,10,05Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPerforated Panel 5/32” thick, 4” depth, 2” glass fiberPerf: 0.79%0,40,840,40,160,140,12Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPerforated Panel 5/32” thick, 4” depth, 2” glass fiberPerf. 1.4%0,250,960,660,260,160,1Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPerforated Panel 5/32” thick, 4” depth, 2” glass fiberPerf:. 8.7%0,270,840,960,360,320,26Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPerforated Panel 8” depth, 4” glass fiberPerf: 0.18%0,80,580,270,140,120,1Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPerforated Panel 8” depth, 4” glass fiberPerf: 0.79%0,980,880,520,210,160,14Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPerforated Panel 8” depth, 4” glass fiberPerf: 1.4%0,780,980,680,270,160,12Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSPerforated Panel 8” depth, 4” glass fiberPerf: 8.7%0,780,980,950,530,320,27Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSWith 7” air space plus 1” mineral fiber of 9-10 16 cu ft/lb density, 1/4” coverWideband, 25% perf or more0,671,090,980,930,980,96Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSWith 7” air space plus 1” mineral fiber of 9-10 16 cu ft/lb density, 1/4” coverMidpeak, 5% perf0,60,980,820,90,490,3Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSWith 7” air space plus 1” mineral fiber of 9-10 16 cu ft/lb density, 1/4” coverLo-peak, 0.5% perf0,740,530,40,30,140,16Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)
RESONANT ABSORBERSWith 2” air space filled with mineral fiber, 9-10 lb/cu ft densityPerf: 0.5%0,480,780,60,380,320,16Everest 4e Appendix, PDF pages 610-612 (printed pp. 585-587)

The same pages print a few rows that are not coefficients: an audience per person, a musician with an instrument, the air itself, priced in equivalent absorption area because they have no surface a coefficient could multiply. Those are held apart, in materials.absorbers.PUBLISHED_ABSORPTION_AREAS, with the unit in the field name so that a number from there cannot be mistaken for a coefficient. Long prices his in sabins, square feet, in a table set in inches and pounds; the field holds square metres, as every other field of this library does, and says on the cell what the page printed and what it was converted from.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

FinishPer125 Hzm²250 Hzm²500 Hzm²1 kHzm²2 kHzm²4 kHzm²Source
Concert hall seatsAudience, per person seatedThe page prints the quantity as S alpha-bar (m2) beside the name: an absorption area per person, not a coefficient.person0,230,370,440,450,450,45Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
Concert hall seatsAudience, per person standingThe page prints the quantity as S alpha-bar (m2) beside the name: an absorption area per person, not a coefficient.person0,150,370,430,440,440,43Bies 5e Table 6.2, PDF pages 367-369 (printed pp. 338-340)
MiscellaneousMusician (per person), with instrumentThe page prints these six figures with no unit. They are held as sabins, square feet of absorption per person: the row is priced per person in a table set in inches and pounds, its figures run from 4.0 to 15.0 where no coefficient of the table passes 1.33, and the row below it names its sabins.person0,37160,78971,0681,3011,3941,115Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)
MiscellaneousAir, Sabins per 1000 cubic feet @ 50% RHcubic metre of air at 50% RH0,0029530,0075460,02362Long 2e Table 7.1, PDF pages 287-290 (printed pp. 283-286)

Nineteen carpets rated by their noise reduction coefficient, the mean of the absorption at 250, 500, 1000 and 2000 Hz: eleven laid on bare concrete, from 0,25 to 0,55, and eight on a hair pad, from 0,40 to 0,70. Each row gives the pile’s weight, height, surface and fibre; the chapter’s own text says the fibre makes no significant difference, and the pad and the pile do. The NRC is one number for four bands and no band comes back out of it. Five of the pile weights of the first table are printed with an imperial half that is not the metric one, and the four whose kilograms are in doubt are left empty and registered in this project’s errata. The rows read in Spanish, the language of the edition they were read from.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

ConstructionMountPile weightkg/m²Pile heightmmNoise reduction coefficientSource
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoTejidaCortado, lanaSobre hormigón desnudo1,240,3Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoTejidaCorte, lanaThe page prints "Corte" in the surface column here and "Cortado" on every other cut-pile row; it is kept as printed.Sobre hormigón desnudo1,240,35Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoDe nudoCortado, nylonThe pile weight is printed "1,1 (3,2)": 3,2 oz/yd2 is 0,11 kg/m2 and not 1,1, and the same carpet, knotted, cut nylon of 14 mm, is printed "1,1 (32)" in Table 30.3, so the imperial half has lost its digit to a decimal comma. The 1,1 kg/m2 is served; the slip is registered in docs/ERRATA.md.Sobre hormigón desnudo1,1140,5Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoDe nudoCortado, acrílicaSobre hormigón desnudo140,5Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoDe nudoCortado, maderaThe page prints the fibre as "Madera" (wood). The same carpet, knotted, cut, 1,5 kg/m2 and 13 mm, is printed with wool ("Lana") in Table 30.3, and the chapter's text gives it as its example of an NRC of 0,70 on a pad; the page says nothing of a wood pile. The fibre is kept as printed.Sobre hormigón desnudo1,5130,55Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoTejidaRizo, lanaSobre hormigón desnudo1,560,3Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoTejidaRizo, lanaSobre hormigón desnudo100,4Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoTejidaRizo, lanaSobre hormigón desnudo130,4Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoDe nudoRizo, lanaSobre hormigón desnudo0,560,25Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoDe nudoRizo, lanaSobre hormigón desnudo1,460,35Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.2. Absorción del sonido de alfombras sobre hormigón desnudoDe nudoRizo, lanaSobre hormigón desnudo60,3Harris 3e Table 30.2, PDF page 704 (printed p. 30.22)
TABLA 30.3. Absorción del sonido de varias alfombras sobre un relleno (tejido inferior) con pelo de 1,4 kg/m2 (40 oz/yd2)Tejida forradaCortado, lanaSobre un relleno de pelo de 1,4 kg/m² (40 oz/yd²)1,560,4Harris 3e Table 30.3, PDF pages 704-705 (printed pp. 30.22-30.23)
TABLA 30.3. Absorción del sonido de varias alfombras sobre un relleno (tejido inferior) con pelo de 1,4 kg/m2 (40 oz/yd2)Tejida no forradaRizo, lanaSobre un relleno de pelo de 1,4 kg/m² (40 oz/yd²)1,560,4Harris 3e Table 30.3, PDF pages 704-705 (printed pp. 30.22-30.23)
TABLA 30.3. Absorción del sonido de varias alfombras sobre un relleno (tejido inferior) con pelo de 1,4 kg/m2 (40 oz/yd2)De puntoRizo, lanaSobre un relleno de pelo de 1,4 kg/m² (40 oz/yd²)1,45 to 100,65Harris 3e Table 30.3, PDF pages 704-705 (printed pp. 30.22-30.23)
TABLA 30.3. Absorción del sonido de varias alfombras sobre un relleno (tejido inferior) con pelo de 1,4 kg/m2 (40 oz/yd2)De nudoRizo, nylonSobre un relleno de pelo de 1,4 kg/m² (40 oz/yd²)0,560,65Harris 3e Table 30.3, PDF pages 704-705 (printed pp. 30.22-30.23)
TABLA 30.3. Absorción del sonido de varias alfombras sobre un relleno (tejido inferior) con pelo de 1,4 kg/m2 (40 oz/yd2)De nudoRizo, acrílicaSobre un relleno de pelo de 1,4 kg/m² (40 oz/yd²)1,560,5Harris 3e Table 30.3, PDF pages 704-705 (printed pp. 30.22-30.23)
TABLA 30.3. Absorción del sonido de varias alfombras sobre un relleno (tejido inferior) con pelo de 1,4 kg/m2 (40 oz/yd2)De nudoRizo, lanaSobre un relleno de pelo de 1,4 kg/m² (40 oz/yd²)1,4100,6Harris 3e Table 30.3, PDF pages 704-705 (printed pp. 30.22-30.23)
TABLA 30.3. Absorción del sonido de varias alfombras sobre un relleno (tejido inferior) con pelo de 1,4 kg/m2 (40 oz/yd2)De nudoCortado, nylonSobre un relleno de pelo de 1,4 kg/m² (40 oz/yd²)1,1140,7Harris 3e Table 30.3, PDF pages 704-705 (printed pp. 30.22-30.23)
TABLA 30.3. Absorción del sonido de varias alfombras sobre un relleno (tejido inferior) con pelo de 1,4 kg/m2 (40 oz/yd2)De nudoCortado, lanaSobre un relleno de pelo de 1,4 kg/m² (40 oz/yd²)1,5130,7Harris 3e Table 30.3, PDF pages 704-705 (printed pp. 30.22-30.23)

What a partition did in a laboratory, band by band, which is the other half of a room: absorption says how much of the sound that stays inside is soaked up, and this says how much of it gets out. The rows are constructions and not materials, so each one carries the thickness and the surface density the page prints beside it, and two rows of the same description are told apart by those rather than by the name. Bies calls his values representative and says only that they come from tests published by manufacturers and testing laboratories, without naming a standard or a mounting for any of them.

This is the table where reading the numbers pays: the mass law gives a straight line, and the same 280 mm brick wall is 40 dB at 500 Hz built on strip ties and 55 dB on expanded metal ties, same mass and same thickness. No formula in the book gives that difference; the measurement does.

Rossing adds twenty-three common partitions in six bands with a sound transmission class beside each, and seven tables of the Spanish edition of Harris add a hundred and twenty-nine ratings with no band at all: stud walls with one or two layers of plasterboard a side, with and without absorbent in the cavity; concrete block walls of two weights and five thicknesses; block walls under six ways of mounting plasterboard; doors unsealed and well sealed; exterior doors; sealed windows, whose table is printed with the ratings as rows and is turned here so that a row is a window; and floor-ceiling systems. A construction the page rates under several conditions is one row per condition, with the condition as the variant. A rating is not a spectrum, so those rows answer for no band, and a working window is, by the page’s own note, three to five points worse than the sealed one rated here.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

ConstructionThicknessmmSurface densitykg/m²Mass of one blockkgSound transmission class63 HzdB125 HzdB250 HzdB500 HzdB1 kHzdB2 kHzdB4 kHzdB8 kHzdBSource
Panels of sheet materials1.5 mm lead sheet1,5172228323332323336Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials3 mm lead sheet3342430312738443338Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials20 g aluminium sheet, stiffened0,92,5811101018232530Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials6 mm steel plate650273541393946Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials22 g galvanized steel sheet0,55638142023262735Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials20 g galvanized steel sheet0,9738142026323845Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials18 g galvanized steel sheet1,210813202429333944Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials16 g galvanized steel sheet1,613914212732374342Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials18 g fluted steel panels stiffened at edges, joints scaled1,2392530202230283131Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsCorrugated asbestos sheet, stiffened and sealed6102025303333383942Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsChipboard sheets on wood framework19111417182530263238Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsFibreboard on wood framework1241012162024303136Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsPlasterboard sheets on wood framework97915202429323538Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materials2 layers 13 mm plaster board2622242931323035Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsPlywood sheets on wood framework63,569131621272933Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsPlywood sheets on wood framework127101517192026Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsHardwood (mahogany) panels50251519232530374246Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsWoodwork slabs, unplastered2519002668810Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsWoodwork slabs, plastered (12 mm on each face)50751823273032363943Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsPlywood63,5171520242827Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsPlywood9571319251922Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsPlywood1810242227282527Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsLead vinyl curtains37,3222325313542Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sheet materialsLead vinyl curtains24,9151921283337Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sandwich construction16 g steel + damping with 100 mm of glass-fibre100252021273848586766Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sandwich constructionAs above, but covered by 22 g perforated steel100312527314151606566Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sandwich constructionAs above, but 16 g steel replaced with 5 mm steel plate100503134354454636268Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sandwich construction1.5 mm lead between two sheets of 5 mm plywood11,5251926303438424447Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sandwich construction9 mm asbestos board between two sheets of 18 g steel12371622273127374448Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Panels of sandwich constructionCompressed straw between two sheets of 3 mm hardboard56251522232727353538Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsSingle leaf brick, plastered on both sides1252403036374046545759Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsSingle leaf brick, plastered on both sides2554803441454856656972Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsSingle leaf brick, plastered on both sides3607203644434957667072Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsSolid breeze or clinker, plastered (12 mm both sides)1251452027334050585659Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsSolid breeze or clinker blocks, unplastered75851217182024303841Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsHollow cinder concrete blocks, painted (cement base paint)100752230344050505253Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsHollow cinder concrete blocks, unpainted100752227323240414548Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsThermalite blocks1001252027313945533862Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsGlass bricks2005102530354049494345Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsPlain brick100200303637373743Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsAerated concrete blocks10050343530374550Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single masonry wallsAerated concrete blocks15075313537445055Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Double masonry walls280 mm brick, 56 mm cavity, strip ties, outer faces plastered to thickness of 12 mm3003802834344056737678Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Double masonry walls280 mm brick, 56 mm cavity, expanded metal ties, outer faces plastered to thickness of 12 mm3003802727435566778585Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitions50 mm × 100 mm studs, 12 mm insulating board both sides125191216222838505255Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitions50 mm × 100 mm studs, 9 mm plasterboard and 12 mm plaster coat both sides142602025283447395056Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitionsEmpty cavity, 45 mm wide7526202836414047Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitionsCavity, 45 mm wide, filled with fibreglass7530273946434752Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitionsEmpty cavity, 86 mm wide11726193039444043Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitionsCavity, 86 mm wide, filled with fibreglass11730284148494752Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitionsGypsum wall, 16 mm leaves, 200 mm cavity with no sound-absorbing material and no studs24023333950645159Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitionsAs above with 88 mm sound-absorbing material24026425668747073Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitionsAs above but staggered 4-inch studs24030355055626268Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Stud partitionsGypsum wall, 16 mm leaves, 100 mm cavity, 56 mm thick sound-absorbing material, single 4-inch studs with resilient metal channels on one side to attach the panel to the studs14028254048524752Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single glazed windowsSingle glass in heavy frame410202228342928Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single glazed windowsSingle glass in heavy frame6151711242832273539Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single glazed windowsSingle glass in heavy frame8201818253132283639Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single glazed windowsSingle glass in heavy frame922,51822263130323943Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single glazed windowsSingle glass in heavy frame16402025283330384548Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single glazed windowsSingle glass in heavy frame2562,52527313033434853Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Single glazed windowsLaminated glass133223313840475257Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows2.44 mm panes, 7 mm cavity12151522162029312730Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows9 mm panes in separate frames, 50 mm cavity62341825293441455350Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows6 mm glass panes in separate frames, 100 mm cavity112342028303845455350Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows6 mm glass panes in separate frames, 188 mm cavity200342530354148505656Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows6 mm glass panes in separate frames, 188 mm cavity with absorbent blanket in reveals200342633394248505760Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows6 mm and 9 mm panes in separate frames, 200 mm cavity, absorbent blanket in reveals215422736455859556670Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows3 mm plate glass, 55 mm cavity6325132535444943Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows6 mm plate glass, 55 mm cavity7035273236433851Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows6 mm and 5 mm glass, 100 mm cavity11234273745565660Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doubled glazed windows6 mm and 8 mm glass, 100 mm cavity11540354753555055Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsFlush panel, hollow core, normal cracks as usually hung439112131416182426Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsSolid hardwood, normal cracks as usually hung43281317212629313432Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsTypical proprietary ‘acoustic’ door, double heavy sheet steel skin, absorbent in air space, and seals in heavy steel frame1003736394449545760Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Doors2-skin metal door3516262628323240Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsPlastic laminated flush wood door4420141817231819Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsVeneered surface, flush wood door4425222629262632Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsMetal door; damped skins, absorbent core, gasketing10094434751545250Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsMetal door; damped skins, absorbent core, gasketing180140465159626562Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsMetal door; damped skins, absorbent core, gasketing250181485462686674Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsTwo 16 g steel doors with 25 mm sound-absorbing material on each, and separated by 180 mm air gap27086505659676070Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsHardwood door5420202522273135Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
DoorsHardwood door6644242633384146Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsT & G boards, joints scaled21131721182224303363Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsT & G boards, 12 mm plasterboard ceiling under, with 3 mm plaster skin coat235311518253739454548Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsAs above, with boards ‘floating’ on glass-wool mat240352025333845566164Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsConcrete, reinforced1002303237364552596263Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsConcrete, reinforced2004603642415057606570Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsConcrete, reinforced3006903740455259636772Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Floors126 mm reinforced concrete with ‘floating’ screed1904203538434854616367Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Floors200 mm concrete slabs20028034394653596465Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsAs above, but oak surface212282344146556470Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsAs above, but carpet + hair felt underlay, no of oak surface200281343646556672Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
FloorsGypsum ceiling, mounted resiliently, and vinyl finished wood joist floor with glass-fibre insulation and 75 mm plywood318303645524765Bies 5e Table 7.6, PDF pages 428-433 (printed pp. 399-404)
Mechanical equipment room constructions200 mm CMU*The asterisk inside the printed name is the page's own and points at the footnote “*CMU = concrete masonry unit; GWB = gypsum wallboard.”5035354144505764ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
Mechanical equipment room constructions200 mm CMU with 16 mm GWB* on furring stripsThe asterisk inside the printed name is the page's own and points at the footnote “*CMU = concrete masonry unit; GWB = gypsum wallboard.”5333324450565965ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
Mechanical equipment room constructions16 mm GWB on both sides of 92 mm metal studs3818163347554347ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
Mechanical equipment room constructions16 mm GWB on both sides of 92 mm metal studs with fiberglass insulation in cavity4916234458645253ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
Mechanical equipment room constructions2 layers of 16 mm GWB on both sides of 92 mm metal studs with fiberglass insulation in cavity5619325062675863ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
Mechanical equipment room constructionsDouble row of 92 mm metal studs, 25 mm apart, each with 2 layers of 16 mm GWB and fiberglass insulation in cavity6423405462716974ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
Mechanical equipment room constructions150 mm solid concrete floor/ceiling5340404049586776ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
Mechanical equipment room constructions150 mm solid concrete floor with 100 mm isolated concrete slab and fiberglass insulation in cavity72445258738797100ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
Mechanical equipment room constructions150 mm solid concrete floor with two layers of 16 mm GWB hung on spring isolators with fiberglass insulation in cavity845363708493104105ASHRAE (2019) HVAC Applications Handbook Chapter 49 Table 40, PDF page 922 (printed p. 49.38)
1/2 inch drywall on both sides of wooden studs33173133403836Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
1/2 inch drywall on wooden studs with 2 inches of insulation37153034444641Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Double layer of 1/2 inch drywall on wooden studs41253441514850Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
1/2 inch drywall on staggered wooden studs39232839465444Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
1/2 inch drywall on staggered wooden studs with 2 inches of insulation48293845525850Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
1/2 inch drywall on metal studs39222743473746Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
1/2 inch drywall on metal studs with 2 inches of insulation45264152544551Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
8 inch thick concrete masonry units203,253364450545856Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Open-plane office partitionPrinted "Open-plane"; the partition of an open-plan office. The name is kept as printed and the typing slip is registered in docs/ERRATA.md.12101212121211Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
4 inch thick brick wall101,645323440475561Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
1/2 inch drywall inside/1 inch stucco outside on wooden studs42213341464751Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Single-paned 1/8 inch thick glass3,17526182126313322Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
1/2 inch thick laminated glass12,740313438403746Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Double-paned 1/8 inch thick glass with 2 inch air gap37132535444943Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Hollow wooden door, 1 3/4 inch thick44,4519141923181721Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Solid wooden door, 1 3/4 inch thick44,4534293131313943Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Hollow metal door, 1 3/4 inch thick44,4528242329312440Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Filled metal door, 1 3/4 inch thick44,4543263440484452Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Wood joist floor/ceiling with 1/2 inch plywood subfloor and 1/2 inch drywall37233236454956Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
8 inch thick concrete slab floor203,250323847525763Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Wood plank shingled roof43293337445563Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Wood plank shingled roof with 1/2 inch drywall ceiling, 4 inches of insulation53354249626779Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
Corrugated steel roof with 1 inch of sprayed cellulose30172226303541Rossing (2014) Table 11.4, PDF page 428 (printed p. 413)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mmSin cámara de absorción, capas de escayola 1/133Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mmSin cámara de absorción, capas de escayola 1/241Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mmSin cámara de absorción, capas de escayola 2/243Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mmCon cámara de absorción, capas de escayola 1/136Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mmCon cámara de absorción, capas de escayola 1/244Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mmCon cámara de absorción, capas de escayola 2/246Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 65 mmSin cámara de absorción, capas de escayola 1/136Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 65 mmSin cámara de absorción, capas de escayola 1/244Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 65 mmSin cámara de absorción, capas de escayola 2/246Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 65 mmCon cámara de absorción, capas de escayola 1/144Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 65 mmCon cámara de absorción, capas de escayola 1/248Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 65 mmCon cámara de absorción, capas de escayola 2/252Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 90 mmSin cámara de absorción, capas de escayola 1/139Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 90 mmSin cámara de absorción, capas de escayola 1/245Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 90 mmSin cámara de absorción, capas de escayola 2/250Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 90 mmCon cámara de absorción, capas de escayola 1/145Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 90 mmCon cámara de absorción, capas de escayola 1/249Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero de calibre 24 de 90 mmCon cámara de absorción, capas de escayola 2/256Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm con canales flexibles de acero sobre un ladoSin cámara de absorción, capas de escayola 1/140Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm con canales flexibles de acero sobre un ladoSin cámara de absorción, capas de escayola 1/244Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm con canales flexibles de acero sobre un ladoSin cámara de absorción, capas de escayola 2/252Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm con canales flexibles de acero sobre un ladoCon cámara de absorción, capas de escayola 1/148Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm con canales flexibles de acero sobre un ladoCon cámara de absorción, capas de escayola 1/252Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm con canales flexibles de acero sobre un ladoCon cámara de absorción, capas de escayola 2/256Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm al tresbolilloSin cámara de absorción, capas de escayola 1/141Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm al tresbolilloSin cámara de absorción, capas de escayola 1/247Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm al tresbolilloSin cámara de absorción, capas de escayola 2/252Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm al tresbolilloCon cámara de absorción, capas de escayola 1/150Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm al tresbolilloCon cámara de absorción, capas de escayola 1/253Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera de 38 por 89 mm al tresbolilloCon cámara de absorción, capas de escayola 2/255Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero que soportan carga, de 150 mm, con canales flexibles de acero sobre un ladoSin cámara de absorción, capas de escayola 1/145Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero que soportan carga, de 150 mm, con canales flexibles de acero sobre un ladoSin cámara de absorción, capas de escayola 1/251Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero que soportan carga, de 150 mm, con canales flexibles de acero sobre un ladoSin cámara de absorción, capas de escayola 2/256Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero que soportan carga, de 150 mm, con canales flexibles de acero sobre un ladoCon cámara de absorción, capas de escayola 1/156Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero que soportan carga, de 150 mm, con canales flexibles de acero sobre un ladoCon cámara de absorción, capas de escayola 1/258Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de acero que soportan carga, de 150 mm, con canales flexibles de acero sobre un ladoCon cámara de absorción, capas de escayola 2/261Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera dobles de 38 por 89 mm con un espacio de 25 mm entre ellosSin cámara de absorción, capas de escayola 1/146Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera dobles de 38 por 89 mm con un espacio de 25 mm entre ellosSin cámara de absorción, capas de escayola 1/252Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera dobles de 38 por 89 mm con un espacio de 25 mm entre ellosSin cámara de absorción, capas de escayola 2/257Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera dobles de 38 por 89 mm con un espacio de 25 mm entre ellosCon cámara de absorción, capas de escayola 1/157Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera dobles de 38 por 89 mm con un espacio de 25 mm entre ellosCon cámara de absorción, capas de escayola 1/260Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.2. Valores aproximados de clase de transmisión del sonido (STC) para paredes con 13 mm de escayola sobre ambos ladosTirantes de madera dobles de 38 por 89 mm con un espacio de 25 mm entre ellosCon cámara de absorción, capas de escayola 2/263Harris 3e Table 31.2, PDF page 723 (printed p. 31.17)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso ligero90 mmThe name is composed from the caption and the column heading ("Peso ligero"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.90743Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso normal90 mmThe name is composed from the caption and the column heading ("Peso normal"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.901044Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso ligero150 mmThe name is composed from the caption and the column heading ("Peso ligero"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.1501044Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso normal150 mmThe name is composed from the caption and the column heading ("Peso normal"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.1501546Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso ligero200 mmThe name is composed from the caption and the column heading ("Peso ligero"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.2001345Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso normal200 mmThe name is composed from the caption and the column heading ("Peso normal"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.2001748Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso ligero250 mmThe name is composed from the caption and the column heading ("Peso ligero"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.2501547Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso normal250 mmThe name is composed from the caption and the column heading ("Peso normal"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.2502149Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso ligero300 mmThe name is composed from the caption and the column heading ("Peso ligero"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.3001848Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.3. Valores STC para paredes de bloques normales y ligeros selladas al menos por un ladoPared de bloques de peso normal300 mmThe name is composed from the caption and the column heading ("Peso normal"); the page names the wall by its nominal thickness and the weight class of the block, and by nothing else.3002551Harris 3e Table 31.3, PDF page 724 (printed p. 31.18)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasBloques sin revestirSin fibra de vidrio, un lado50Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasAplicada directamenteSin fibra de vidrio, un lado50Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasAplicada directamenteSin fibra de vidrio, ambos lados49Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta de madera de 40 mmSin fibra de vidrio, un lado53Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta de madera de 40 mmSin fibra de vidrio, ambos lados54Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta de madera de 40 mmCon fibra de vidrio, un lado55Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta de madera de 40 mmCon fibra de vidrio, ambos lados59Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCanales flexibles de 13 mmSin fibra de vidrio, un lado51Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCanales flexibles de 13 mmSin fibra de vidrio, ambos lados49Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCanales flexibles de 13 mmCon fibra de vidrio, un lado54Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCanales flexibles de 13 mmCon fibra de vidrio, ambos lados49Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta flexible de 50 mmSin fibra de vidrio, un lado52Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta flexible de 50 mmSin fibra de vidrio, ambos lados52Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta flexible de 50 mmCon fibra de vidrio, un lado59Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta flexible de 50 mmCon fibra de vidrio, ambos lados64Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasTirantes de acero de 65 mmSin fibra de vidrio, un lado58Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasTirantes de acero de 65 mmSin fibra de vidrio, ambos lados57Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasTirantes de acero de 65 mmCon fibra de vidrio, un lado60Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasTirantes de acero de 65 mmCon fibra de vidrio, ambos lados72Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta flexible de 75 mmSin fibra de vidrio, un lado57Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.5. Valores de la clase de transmisión del sonido (STC) para paredes de bloques de peso normal de 190 mm con distintos métodos de montaje de escayola de 16 mm, con y sin fibra de vidrio rellenando las cámarasCubierta flexible de 75 mmCon fibra de vidrio, un lado61Harris 3e Table 31.5, PDF page 727 (printed p. 31.21)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónMadera con núcleo huecoSin sellar717Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónMadera con núcleo huecoBien selladas720Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónMadera con núcleo macizoSin sellar2020Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónMadera con núcleo macizoBien selladas2028Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónAcero con núcleo hueco (calibre 18)Sin sellar2520Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónAcero con núcleo hueco (calibre 18)Bien selladas2530Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónPuertas de comunicación (2 puertas de madera de núcleo hueco, cámara de 100 mm)Sin sellarThe surface density is printed as "7 each", with the English word the Spanish edition keeps: it is the mass of each of the two doors, not of the pair, and is not served as the surface density of the construction.7 each22Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónPuertas de comunicación (2 puertas de madera de núcleo hueco, cámara de 100 mm)Bien selladasThe surface density is printed as "7 each", with the English word the Spanish edition keeps: it is the mass of each of the two doors, not of the pair, and is not served as the surface density of the construction.7 each26Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónPuertas de comunicación (2 puertas de madera maciza o de acero hueco, con 70 mm de cámara de aire)Sin sellarThe surface density is printed as "20 each", with the English word the Spanish edition keeps: it is the mass of each of the two doors, not of the pair, and is not served as the surface density of the construction.20 each28Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónPuertas de comunicación (2 puertas de madera maciza o de acero hueco, con 70 mm de cámara de aire)Bien selladasThe surface density is printed as "20 each", with the English word the Spanish edition keeps: it is the mass of each of the two doors, not of the pair, and is not served as the surface density of the construction.20 each40Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónPuertas de comunicación (2 puertas de madera maciza o de acero hueco, con 70 mm de cámara con absorción)Sin sellarThe surface density is printed as "20 each", with the English word the Spanish edition keeps: it is the mass of each of the two doors, not of the pair, and is not served as the surface density of the construction.20 each40Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónPuertas de comunicación (2 puertas de madera maciza o de acero hueco, con 70 mm de cámara con absorción)Bien selladasThe surface density is printed as "20 each", with the English word the Spanish edition keeps: it is the mass of each of the two doors, not of the pair, and is not served as the surface density of the construction.20 each44Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónPuertas de comunicación (2 puertas de madera maciza o de acero hueco, con 230 mm de cámara con absorción)Sin sellarThe surface density is printed as "20 each", with the English word the Spanish edition keeps: it is the mass of each of the two doors, not of the pair, and is not served as the surface density of the construction.20 each42Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.6. Aislamiento acústico de puertas convencionales y puertas (dobles) de comunicaciónPuertas de comunicación (2 puertas de madera maciza o de acero hueco, con 230 mm de cámara con absorción)Bien selladasThe surface density is printed as "20 each", with the English word the Spanish edition keeps: it is the mass of each of the two doors, not of the pair, and is not served as the surface density of the construction.20 each50Harris 3e Table 31.6, PDF page 730 (printed p. 31.24)
TABLA 31.7. Aislamiento acústico de puertas exteriores con burleteMadera de núcleo hueco45720Harris 3e Table 31.7, PDF page 733 (printed p. 31.27)
TABLA 31.7. Aislamiento acústico de puertas exteriores con burleteMadera de núcleo hueco (30 % de área acristalada con vidrio de 3 mm)45719Harris 3e Table 31.7, PDF page 733 (printed p. 31.27)
TABLA 31.7. Aislamiento acústico de puertas exteriores con burleteMadera de núcleo macizo451726Harris 3e Table 31.7, PDF page 733 (printed p. 31.27)
TABLA 31.7. Aislamiento acústico de puertas exteriores con burletePuerta con cubierta de acero, núcleo de poliuretano rígido451626Harris 3e Table 31.7, PDF page 733 (printed p. 31.27)
TABLA 31.7. Aislamiento acústico de puertas exteriores con burletePuerta de plástico reforzado con fibra de vidrio, núcleo de poliuretano rígido451224Harris 3e Table 31.7, PDF page 733 (printed p. 31.27)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y L-7 mm100 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.48Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y 6 mm120 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.46Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y L-7 mm60 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.46Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 3 mm y 3 mm150 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.44Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y 6 mm80 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.44Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y L-7 mm40 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.44Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 3 mm y 3 mm100 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.42Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y 6 mm50 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.42Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y L-7 mm25 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.42Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal únicoL-20 mmL marks laminated glass, by the table's own footnote.2040Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 3 mm y 3 mm70 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.40Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y 6 mm30 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.40Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y L-7 mm16 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.40Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal únicoL-12 mmL marks laminated glass, by the table's own footnote.1238Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 3 mm y 3 mm50 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.38Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y 6 mm20 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.38Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y L-7 mm10 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.38Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal único12 mm1236Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 3 mm y 3 mm30 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.36Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y 6 mm13 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.36Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal únicoL-6 mmL marks laminated glass, by the table's own footnote.634Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 3 mm y 3 mm20 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.34Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 6 mm y 6 mm8 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.34Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal único6 mm632Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 3 mm y 3 mm10 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.32Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal único3 mm, 4 mmThe page prints two thicknesses in one cell, "3 mm, 4 mm", for the same rating.3, 430Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
TABLA 31.8. Clase de transmisión del sonido para ventanas selladas típicasCristal doble, 3 mm y 3 mm6 mmThe variant is the width of the air gap between the two panes, by the footnote on the column heading, and not the thickness of the window.30Harris 3e Table 31.8, PDF page 736 (printed p. 31.30)
Viguetas de hormigónHormigón reforzado 90 mmNinguno48Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Viguetas de hormigónHormigón reforzado 130 mmNinguno52Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Perfiles de aceroPerfiles de acero con un tablero de hormigón de 50 mm mínimoCapas de escayola de 16 mm para revestir los canales en donde encajan los perfiles, con material de absorción en la cámara optativo53Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Tirantes de madera o marcosSubsuelo de 19 mm T&G o tablero de láminas de madera de 15,5 mmCapa de escayola de 16 mm adherida a los canales metálicos flexibles, con material absorbente en la cámara48Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Tirantes de madera o marcosIgual que 4, con un tablero adicional de láminas de madera de 15,5 mm en el sueloCapa de escayola de 16 mm adherida a los canales metálicos flexibles, con material absorbente en la cámara52Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Tirantes de madera o marcosCapa de hormigón-escayola de 19 mm (de al menos 34 kg/m²) sobre subsuelo con T&G de 19 mm o con tablero de láminas de madera de 15,5 mmDos capas de escayola de 13 mm o 16 mm55Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Tirantes de madera o marcosIgual que 6Dos capas de escayola de 13 mm o 16 mm, adheridas a los canales metálicos flexibles, con material absorbente en la cámara55Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Tirantes de madera o marcosCapa de hormigón ligero de 50 mm (de al menos 70 kg/m²) sobre subsuelo con T&G de 19 mm o con tablero de láminas de madera de 15,5 mmDos capas de escayola de 13 mm o 16 mm56Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Tirantes de madera o marcosIgual que 8Capa de escayola de 16 mm, adherida a los canales metálicos flexibles57Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)
Tirantes de madera o marcosIgual que 8Capa de escayola de 16 mm, adherida a los canales metálicos flexibles con material absorbente en la cámara60Harris 3e Table 31.9, PDF page 738 (printed p. 31.32)

Seventy-one rows of measured impact insulation: forty-two floor-ceiling constructions with the impact insulation class of each, six elastic surface treatments with the improvement each one adds, and twenty-three floor finishes, floating screeds and timber floors from the first edition of the same handbook, with the average improvement in impact sound insulation each gives over a bare concrete floor, in decibels. The class belongs to neither the slab nor the covering. It is what a tapping machine did on one floor built one way with one ceiling under it, and it moves by fifty-five points between a bare concrete slab, which these pages rate 25, and the same slab under a wool carpet, which they rate 80.

The two ratings are two quantities and no row carries both, and the decibels of the first edition are a third: a level difference averaged over frequency, which predates the class and is neither a rating nor an improvement on one. A class is an absolute and an improvement is a difference between two of them, so adding the second to the first would be adding a difference to a rating with nothing in the arithmetic to say so, and the footnote on the improvements says that over a wood-joist floor they may be substantially smaller than printed. There is no spectrum here either: these pages print no impact sound pressure level per band, no reference curve and nothing that can be turned into one.

The rows read in Spanish on both languages of this page, because the handbook they come from is a Spanish translation, and a construction is described rather than named: about a dozen of them lean on another row rather than repeating it, in phrases from Igual que 1 salvo que to Parecido al 20 and Mismo suelo estructural que el 18, and the row they refer to is one lookup away. Every dimension is printed twice, in centimetres and in inches, and nineteen of the three hundred and twenty-one pairs are not each other. Those are registered in this project’s errata, the printed description is kept whole, and the one misprint that reaches a quantity rather than prose leaves its cell empty rather than serving a number the registry calls wrong.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

Floor or treatmentImpact insulation classImprovement in the classDensity of one layerkg/m³Average improvementdBAdded loadkPaSource
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoLosa de 10 cm (4 in) de espesor de hormigón armado con una malla AWG del número 6, de 15 por 15 cm, colocada en la línea central del plano horizontal de la losa. Todas las cavidades de la superficie están selladas con una mezcla delgada de mortero.25Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoIgual que 1 salvo que se adhiere una baldosa de vinilo de 0,32 cm (1/8 in) de grosor al hormigón28Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoIgual que 1 salvo que se adhiere tarima de roble de 1,27 cm (1/2 in) de grosor al hormigón45Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoIgual que 1, pero con una alfombra de rizo de lana de 0,64 cm (1/4 in) de grosor, con un cañamazo de yute tejido de 0,32 cm (1/8 in) y un forro de espuma de caucho de 0,64 cm (1/4 in).80Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoIgual que 1, con tarima de roble de 1,27 cm (1/2 in) de grosor, de 22,8 cm por 22,8 cm (9 por 9 in), con espuma de poliuretano semirrígida de 0,64 cm (1/4 in) de grosor de 35,2 kg/m3 (2,2 lb/ft3), sin planchas de forro.The density is the one the description prints for the “espuma de poliuretano semirrígida”, and not of the assembly.5235,2Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoLosa de hormigón armado de 15,2 cm (6 in) de grosor; sobre el lado del suelo, una capa de cemento y arena de 2,2 cm (7/8 in) y revestimiento compuesto de 1,59 cm (5/8 in) de grosor; sobre el lado del techo, 1,27 cm (1/2 in) de masilla.35Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoLosa de hormigón armado de 11,1 cm (4 3/8 in) de grosor. Sobre el lado del suelo, una capa de cemento y arena de 1,9 cm (3/4 in), con un revestimiento del suelo de linóleo de 0,32 cm (1/8 in); sobre el lado del techo, una capa de masilla de 0,95 cm (3/8 in).48Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoHormigón armado de 12,7 cm (5 in) de grosor. Sobre el lado del suelo, una capa de lana de vidrio aglutinada con betún y cubierta con papel de construcción. Sobre el pavimento, 1,27 cm (1/2 in) de brea-masilla, con una cobertura de suelo de linóleo. Sobre el lado del techo, una capa de plástico de 1,27 cm (1/2 in).53Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.1. Aislamiento del impacto de conjuntos de suelo-techo de hormigón armadoLosa de hormigón armado de 15,2 cm (6 in) de grosor. Sobre el lado del suelo, ensambladura de madera de ranura y lengüeta de 1,9 cm (3/4 in) de grosor, clavada sobre listones de madera de 3,81 cm (1 1/2 in) por 5,1 cm (2 in), con un espaciamiento de 30,8 cm (16 in), que flotan sobre una capa de lana de vidrio de 2,54 cm (1 in) de grosor. Sobre el lado del techo, una capa de masilla de 1,27 cm (1/2 in).57Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.2. Aislamiento de impacto de conjuntos de techo-suelo de hormigón anisotrópicoLosas prefabricadas de hormigón con canales unidas con mortero sobre centros cada 50,8 cm (20 in). Cada losa tiene un canal trapezoidal de 7,6 cm (3 in) de profundidad, con bases de 27,9 cm (11 in) y 37,5 cm (14 3/4 in). En el lado del suelo, un acabado de cemento y arena de 1,9 cm (3/4 in) de grosor.32Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.2. Aislamiento de impacto de conjuntos de techo-suelo de hormigón anisotrópicoSuelo de hormigón nervado de 18,4 cm (7 1/4 in). Los nervios tienen 13,3 cm ( 5 1/4 in) por 9,5 cm (3 3/4 in), con espaciamientos de 53,2 cm (21 in) entre los centros; la losa tiene 5,1 cm (2 in) de grosor, con una capa de arena y cemento de 1,9 cm (3/4 in) de grosor. En el lado hacia el techo, listones de madera de 1,58 cm (5/8 in) de grosor, clavados sobre bandas, sujeto mediante tacos y yeso de 1,58 cm (5/8 in) de grosor.42Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.2. Aislamiento de impacto de conjuntos de techo-suelo de hormigón anisotrópicoVigas prefabricadas de hormigón trapezoidales con canales de 17,8 cm (7 in), sobre centros separados 35,6 cm (14 in), con los espacios entre ellas rellenos con una mezcla de cemento y arena. En el lado del suelo, una capa de cemento y arena de 3,8 cm (1,5 in) de grosor, con un revestimiento de suelo de madera de 2,54 cm (1 in) de grosor. En el lado hacia el techo, una capa de escayola de 1,9 cm (3/4 in) de grosor sobre listones expandidos de metal.42Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.2. Aislamiento de impacto de conjuntos de techo-suelo de hormigón anisotrópicoVigas prefabricadas de hormigón con canales de 12,7 cm (5 in), sobre centros separados 36,8 cm (14,5 in), con los espacios entre las vigas rellenos con una mezcla de cemento y arena. En el lado del suelo, una ensambladura de ranura y lengüeta de madera de 2,2 cm (7/8 in) de grosor, clavada sobre listones de madera de 2,5 cm (1 in) por 5 cm (2 in), 50,8 cm (20 in), sobre una lámina de lana de vidrio de 2,5 cm (1 in), sobre una capa de cemento y arena de 1,9 cm (3/4 in). En el lado del techo, un tablero de escayola de 0,32 cm (1/8 in), clavado a listones de madera de 2,5 cm (1 in) por 5 cm (2 in), con un espaciamiento de 36,8 cm (14,5 in) entre los centros. La anchura total es de 25,4 cm (10 in).53Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.3. Aislamiento de impacto de conjuntos de techo-suelo de hormigón huecoLosa armada de 15,6 cm (6 in) con bloques huecos de 30,5 cm (12 in) por 12,7 cm (5 in), con espaciamientos de 40,6 cm (16 in) entre sus centros. En el lado del suelo, una capa de cemento y arena de 3,8 cm (1,5 in), con un acabado de suelo de brea y masilla de 1,6 cm (5/8 in) de grosor sobre fieltro. En el lado del techo, 1,9 cm (3/4 in) de escayola. Espesor total de 21,6 cm (8,5 in).30Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.3. Aislamiento de impacto de conjuntos de techo-suelo de hormigón huecoHormigón armado de 14 cm (5,5 in) de grosor con bloques embebidos de 10 cm (4 in) por 30,5 cm (12 in), con espaciamiento de 36,8 cm (14,5 in) entre sus centros. En el lado del suelo, un pavimento de cemento y arena flotante armado con tela metálica de 3,8 cm (1,5 in) de grosor sobre una placa de lana de vidrio aglutinada con betún de 2,5 cm (1 in), cubierta con papel de construcción; revestimiento del suelo de baldosas termoplásticas. Sobre el lado del techo, una capa de escayola de 1,27 cm (0,5 in). Espesor total de 21,6 cm (8,5 in).37Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.3. Aislamiento de impacto de conjuntos de techo-suelo de hormigón huecoBloques huecos de mampostería de 10,1 cm (4 in) por 31,8 cm (12,5 in), con espaciamiento entre sus centros de 39,4 cm (15,5 in), con los espacios entre los bloques rellenos con 10,1 cm (4 in) de hormigón armado. En el lado del suelo, un pavimento de arena y cemento de 5,1 cm (2 in); suelo de madera de 2,5 cm (1 in), clavado sobre listones de madera de 5,1 cm (2 in) por 2,5 cm (1 in), con espaciamiento de 39,4 cm (15,5 in) entre sus centros, flotando sobre una plancha de lana de vidrio de 2,5 cm (1 in) de grosor. En el lado del techo, una placa de escayola de 1,9 cm (3/4 in). Espesor total de 23,5 cm (9,25 in).63Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.3. Aislamiento de impacto de conjuntos de techo-suelo de hormigón huecoVigas trapezoidales huecas prefabricadas de 15,2 cm (6 in), espaciadas cada 36,9 cm (14,5 in), con bases de 35,6 cm (14 in) y 30,5 cm (12 in). Los espacios entre las vigas están rellenos con hormigón. En el lado del suelo, un acabado de brea y masilla de 1,27 cm (0,5 in). En el lado del techo, una capa de escayola de 1,27 cm (0,5 in). Espesor total: 19 cm (7,5 in).31Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.3. Aislamiento de impacto de conjuntos de techo-suelo de hormigón huecoVigas de hormigón trapezoidales huecas prefabricadas de 12,7 cm (5 in), espaciadas cada 36,7 cm (14,5 in), con bases de 35,6 cm (14 in) y 31,8 cm (12,5 in). Los espacios entre las vigas están rellenos con una mezcla de arena y cemento. En el lado del suelo, una ensambladura de ranura y lengüeta de madera de 2,2 cm (7/8 in) de grosor, clavada sobre listones de madera de 3,8 cm (1,5 in) por 5,1 cm (2 in), distanciados cada 51 cm (20 in), flotando sobre una lámina de lana de vidrio de 2,5 cm (1 in); cobertura de suelo de linóleo. En el lado hacia el techo, una placa de escayola de 1,6 cm (5/8 in). El espesor total es de 22,2 cm (8,75 in).49Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.3. Aislamiento de impacto de conjuntos de techo-suelo de hormigón huecoMismo suelo estructural que el 18. En el lado del suelo, un pavimento de arena y cemento de 2,5 cm (1 in), con revestimiento de baldosas de corcho de 0,48 cm (3/16 in). En el lado del techo, una placa de escayola de 0,95 cm (3/8 in) de grosor, conectada a listones de madera de 5 cm (2 in) por 2,5 cm (1 in), sujetos mediante abrazaderas de metal. El espesor total es de 19,4 cm (7 5/8 in).51Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.4. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de maderaViguetas de madera de 5,1 cm (2 in) por 20,3 cm (8 in), espaciadas cada 40,6 cm (16 in). En el lado del suelo, una ensambladura de ranura y lengüeta de 2,2 cm (7/8 in) clavada sobre listones; en el lado del techo, un tablero de escayola de 0,95 cm (3/8 in) clavado a las viguetas, con las juntas selladas; grosor total de 24,1 cm (9,5 in).32Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.4. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de maderaViguetas de madera de 5,1 cm (2 in) por 20,3 cm (8 in), separadas cada 40,6 cm (16 in). En el lado del suelo, contrachapado C-D de 1,27 cm (0,5 in) de grosor clavado sobre las viguetas, con distancias entre sus centros de 20,3 cm (8 in); suelo de madera de 1,98 cm (25/32 in) de grosor sobre contrachapado. En el lado del techo, un tablero de escayola de 1,27 cm (0,5 in) de grosor, clavado a las viguetas, con centros distanciados 15,2 cm (6 in), con todas las juntas selladas y acabadas; baldosas en el techo pegadas sobre el tablero de escayola. Grosor total de 26 cm (10,25 in).37Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.4. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de maderaViguetas de madera de 7,6 cm (3 in) por 17,8 cm (7 in), espaciadas cada 60,1 cm (24 in). En el lado del suelo, suelo de madera de 2,54 cm (1 in) de grosor, clavado a las viguetas, con revestimiento de linóleo. En el lado del techo, una capa de junquillos y yeso de 3,5 cm (1 3/8 in). Grosor total de 24,1 cm (9,5 in).40Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.4. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de maderaViguetas de madera de 5,1 cm (2 in) por 25,4 cm (10 in), cada 60,1 cm (24 in). En el lado del suelo, un tablero de 4,7 cm (1 27/32 in) de pulpa de papel de edificación comprimido homogéneo, clavado sobre puntos perpendiculares a las viguetas cada 20,3 cm (8 in), una plancha de cartón de 0,32 cm (1/8 in) pegada sobre el tablero, pegada sobre ésta una capa única de papel de fieltro de edificación y, sobre ella, baldosas de asbestos de vinilo de 0,32 cm (1/8 in) por 22,9 cm (9 in). En el lado del techo, un tablero de escayola de 1,27 cm (0,5 in) de grosor, clavado sobre puntos cada 30,5 cm (12 in), con todas las juntas selladas y acabadas. Grosor total: 31,1 cm (12,25 in).43Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.4. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de maderaViguetas de madera de 5,1 cm (2 in) por 20,3 cm (8 in), cada 40,6 cm (16 in). En el lado del suelo, una ensambladura de fibra de madera de ranura y lengüeta de 3,8 cm (1,5 in) de grosor, clavado a las viguetas, cubierto con cañamazo y alfombra. Grosor total: 25,4 cm (10 in).56Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.4. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de maderaViguetas de madera de 5,1 cm (2 in) por 25,4 cm (10 in), cada 40,6 cm (16 in). En el lado del suelo, un tablero de 3,4 cm (1,32 in) de pulpa de papel de edificación comprimido homogéneo, clavado en puntos perpendiculares a las viguetas cada 20,3 cm (8 in); el tablero cubierto con una alfombra de espuma de caucho y una alfombra de nylon. La alfombra tiene un grosor no comprimido de 0,64 cm (0,25 in) de pelo de rizo, 7 rizos por pulgada, con un grosor total de 0,95 cm (3/8 in). En el lado del techo, un tablero de escayola de 1,27 cm (0,5 in), clavado sobre puntos cada 30,5 cm (12 in). Grosor total: 31,7 cm (12,5 in).57Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.5. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con aislamientoViguetas de madera de 5,1 cm (2 in) por 20,3 cm (8 in), cada 40,6 cm (16 in), con planchas de fibra de vidrio de 7,6 cm (3 in) de grosor grapadas entre las juntas. En el lado del suelo, subsuelo de contrachapado de 1,27 cm (0,5 in) de grosor, clavado a las viguetas cada 20,3 cm (8 in), y sobre él, solado de roble de 1,98 cm (0,78 in) de grosor. En el lado del techo, viguetas de madera de techo de 5,1 cm (2 in) por 10,2 cm (4 in), cada 61 cm (24 in), alternadas con viguetas de suelo; una plancha de yeso de 1,27 cm (0,5 in) de grosor clavada a las viguetas del techo. Las juntas de la plancha del techo selladas y acabadas. Grosor total: 32,3 cm (11,75 in).43Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.5. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con aislamientoViguetas de madera de 5,1 cm (2 in) por 25,4 cm (10 in), cada 40,6 cm (16 in), con listones de fibra mineral de 7,6 cm (3 in) de grosor grapados entre las juntas. En el lado del suelo, subsuelo de contrachapado de 1,27 cm (0,5 in) de grosor, clavado en los bordes cada 15,2 cm (6 in) y en el centro cada 25,4 cm (10 in), capa de papel de construcción y solado de roble de 1,89 cm (0,78 in) de grosor, clavado en la intersección de las viguetas y en medio de ellas. En el lado del techo, una plancha de escayola de 1,6 cm (5/8 in) de grosor, atornillada cada 30,5 cm (12 in) a canales elásticos, colocados cada 61 cm (24 in) sobre centros perpendiculares a las viguetas. Grosor total: 31,45 cm (12,38 in).46Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.5. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con aislamientoViguetas de madera de 5,1 cm (2 in) por 25,4 cm (10 in), cada 40,6 cm (16 in), con listones de fibra mineral de 7,6 cm (3 in) de grosor grapados entre las juntas. En el lado del suelo, subsuelo de contrachapado de 1,27 cm (0,5 in) de grosor, clavado en los bordes cada 15,2 cm (6 in) y en el centro cada 25,4 cm (10 in), capa de papel de construcción y solado de roble de 1,89 cm (0,78 in) de grosor, clavado en la intersección de las viguetas y en medio de ellas; alfombra de 1,5 kg/m2 (44 oz/yd2), con felpudo de pelo de 1,4 kg/m2 (40 oz/yd2), colocada sobre el suelo. En el lado del techo, una plancha de escayola de 1,6 cm (0,63 in) de grosor, clavada a los centros de las viguetas cada 15,2 cm (6 in); todas las juntas selladas y acabadas. Grosor total: 31,6 cm (12,5 in).58Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.5. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con aislamientoParecido al anterior, salvo que la plancha de yeso está atornillada cada 30,4 cm (12 in) al centro de canales elásticos, colocados cada 60,8 cm (24 in) sobre puntos perpendiculares a las viguetas. Grosor total: 33 cm (13 in).70Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.5. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con aislamientoViguetas de madera de 5,1 cm (2 in) por 20,3 cm (8 in), cada 40,6 cm (16 in). En el lado del suelo, contrachapado burdo regular C-D de 2,86 cm (1,125 in) de grosor, clavado cada 15,2 cm (6 in) a lo largo de la periferia y cada 40,6 cm (16 in) sobre los centros de los cojinetes, cubierto con un felpudo de pelo (40 oz/yd2) y una alfombra de pelo de lana [1,5 kg/m2 (44 oz/yd2)]. El peso total de la alfombra es (4,14 lb/yd2) y el grosor total 0,95 cm (3/8 in). En el lado del techo, viguetas de madera de 5,1 cm (2 in) por 10,2 cm (4 in), sobre centros alternando cada 40,6 cm (16 in) y 20,3 cm (8 in) con respecto a las viguetas del suelo; planchas de fibra de vidrio de 7,6 cm (3 in) grapadas entre las viguetas del techo y una plancha de 1,6 cm (5/8 in) de grosor de escayola clavada sobre las viguetas del techo. Todas las juntas selladas y acabadas y toda la periferia del panel calafateada y sellada. El techo se sujeta de forma independiente a la estructura del suelo. Grosor total: 31,4 cm (12 3/8 in).The impact insulation class column of Table 32.5 is printed for this row and its cell is empty: no number, no dash and no convention for the gap.Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.6. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con suelos flotantesViguetas de madera de 5,1 cm (2 in) por 20,3 cm (8 in), cada 40,6 cm (16 in). En el lado del suelo, solado de madera de ensambladura de ranura y lengüeta de 2,2 cm (7/8 in), sobre 2,5 cm (1 in) de plancha de lana de vidrio aglutinada con betún, y listones de madera de 2,5 cm (1 in) por 10,1 cm (2 in), clavados al subsuelo entre las viguetas. En el lado del techo, una capa de escayola de 1,27 cm (0,5 in) sobre un listón expandido de metal. Grosor total: 25,4 cm (10 in).46Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.6. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con suelos flotantesParecido al anterior, salvo que hay una capa de arena de 5,1 cm (2 in) entre las viguetas. Grosor total: 25,4 cm (10 in).57Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.6. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con suelos flotantesViguetas de madera de 5,1 cm (2 in) por 20,3 cm (8 in), cada 40,6 cm (16 in), con planchas de fibra de vidrio de 7,6 cm (3 in) de grosor grapadas entre las juntas. En el lado del suelo, contrachapado burdo C-D de bordes cuadrados de 1,27 cm (0,5 in), clavado cada 15,2 cm (6 in) a lo largo de la periferia y cada 25,4 cm (10 in) a otros cojinetes; una plancha de fibra de caña de 1,27 cm (1/2 in) grapada cada 61 cm (24 in) al contrachapado; bandas de forro de 5,1 cm (2 in) por 7,6 cm (3 in), pegadas cada 40,6 cm (16 in) a la plancha de fibra, en paralelo y a media distancia entre las viguetas; solado de tablas de madera de 2 cm (25/32 in) de grosor. En el lado del techo, canales elásticos cada 60 cm (24 in), atornillados perpendiculares a las viguetas, un tablero de escayola de 1,59 cm (5/8 in), atornillado a los canales cada 30,5 cm (12 in). Todas las juntas selladas y acabadas y toda la periferia del panel calafateada y sellada. Grosor total: 32,4 cm (12,75 in).51Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.6. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con suelos flotantesViguetas de madera de 5,1 cm (2 in) por 20,3 cm (8 in), cada 40,6 cm (16 in), con planchas de fibra de vidrio de 7,6 cm (3 in) de grosor grapadas entre las juntas. En el lado del suelo, contrachapado de 1,27 cm (0,5 in) de grosor, clavado cada 15,2 cm (6 in) en la periferia y cada 40,6 cm (16 in) sobre estos cojinetes; una plancha de fibra de caña de 1,27 cm (1/2 in), grapada cada 60 cm (24 in) al contrachapado; bandas de forro de 5 cm (2 in) por 7,5 cm (3 in), pegadas cada 40,6 cm (16 in) a la plancha de fibra, en paralelo y a media distancia entre las viguetas; ensambladura de ranura y lengüeta de 1,6 cm (5/8 in); subsuelo de contrachapado C-D empastado, clavado cada 15,2 cm (6 in) en los bordes y cada 25,4 cm (10 in) sobre otros cojinetes; una lámina de vinilo de 0,19 cm (0,075 in) pegada al subsuelo. En el lado del techo, canales elásticos cada 60 cm (24 in), atornillados perpendiculares a las viguetas; un tablero de escayola de 1,6 cm (5/8 in), atornillado a los canales cada 30,5 cm (12 in). Todas las juntas selladas y acabadas y toda la periferia del panel calafateada y sellada. Grosor total: 32,4 cm (12,75 in).49Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.6. Aislamiento de impacto de conjuntos de techo-suelo de viguetas de madera con suelos flotantesParecido al anterior, salvo que la lámina de vinilo es reemplazada por un felpudo de pelo (40 oz/yd2) y una alfombra de pelo de lana (44 oz/yd2). El peso total de la alfombra es 4,14 lb/yd2 y el grosor total 0,95 cm (3/8 in). Grosor total: 34,3 cm (13,5 in).78Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.7. Aislamiento de impacto de conjuntos de suelo de viguetas de aceroViguetas de acero de 20,3 cm (8 in), cada 40,6 cm (16 in). Las viguetas tienen elementos de apoyo, en la parte superior e inferior, de 5,1 cm (2 in) de anchura, agujeros de 0,16 cm (1/16 in) de diámetro cada 76,2 cm (30 in) y un grosor de cuerpo de 0,16 cm (1/16 in). En el lado del suelo, una plancha de pulpa de papel de construcción comprimido homogéneo de 3,41 cm (1,34 in), de 410 kg/m3 (26,1 lb/ft3), clavada cada 20,3 cm (8 in) sobre centros perpendiculares a las viguetas, un tablero de cartón 0,32 cm (1/8 in) pegado a la plancha, una capa única de papel de construcción de fieltro de 15 lb pegada al cartón y baldosas de asbesto de 0,32 cm (1/8 in) pegadas sobre el fieltro. En el lado del techo, una capa de escayola de 1,27 cm (0,5 in), clavada cada 30,5 cm (12 in), con todas las juntas selladas y acabadas. Grosor total: 25,7 cm (10 1/8 in).The density the description prints for the “plancha de pulpa de papel de construcción comprimido homogéneo” is the cell this row would hold, and it is the one the page prints twice and inconsistently.40Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.7. Aislamiento de impacto de conjuntos de suelo de viguetas de aceroParecido al 35A, salvo que las viguetas de acero están cada 60,1 cm (24 in) y tablero de construcción es de 4,7 cm (1,84 in) de grosor. Grosor total: 27 cm (10 5/8 in).45Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.7. Aislamiento de impacto de conjuntos de suelo de viguetas de aceroLas viguetas y el tablero de pulpa de papel de construcción son iguales al 35A, pero éste está cubierto con una alfombra de espuma de caucho y una alfombra de nylon. La alfombra tiene un grosor no comprimido de 0,64 cm (1/4 in), sobre un cañamazo de fibra de yute tejido. La alfombra de nylon tiene un cañamazo tejido de 0,32 cm (1/8 in) y un pelo de 0,64 cm (1/4 in), con una densidad de 2,76 rizos/cm (7 rizos/in), con un grosor total de 0,95 cm (3/8 in). En el lado del techo, una capa de yeso de 1,27 cm (0,5 in), clavada cada 30,5 cm (12 in), con todas las juntas selladas y acabadas. Grosor total: 26,7 cm (10,5 in).58Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.7. Aislamiento de impacto de conjuntos de suelo de viguetas de aceroParecido al 36A, salvo que las viguetas de acero están cada 60,1 cm (24 in) y el tablero de construcción es de 4,7 cm (1,84 in) de grosor. Grosor total: 28 cm (11 in).63Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.7. Aislamiento de impacto de conjuntos de suelo de viguetas de aceroHormigón de arena y gravilla de 6,35 cm (2,5 in) de grosor, de 2370 kg/m3 (148 lb/ft3), sobre unidades de acero ondulado de 0,38 mm (calibre 28), apoyadas mediante juntas de barras de acero de 35,6 cm (14 in); tela asfáltica de 0,32 cm (1/8 in) de grosor pegada al hormigón. En el lado del techo, canales incrustados de 1,9 cm (3/4 in) cada 34,3 cm (13,5 in), sujetos mediante cables a las viguetas; malla de diamantes y listones de metal de 1,5 kg/m2 (3,4 lb/yd2), sujeta mediante cables a los listones incrustados; capa de 1,4 cm (9/16 in) de masilla de yeso perlite, con acabado blanco de 0,16 cm (1/16 in). Grosor total: 47,1 cm (18,56 in).The density is the one the description prints for the “hormigón de arena y gravilla”, and not of the assembly.352 370Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.7. Aislamiento de impacto de conjuntos de suelo de viguetas de aceroParecido al 37A, pero la tela asfáltica es reemplazada por una alfombra y un tejido de fieltro64Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.7. Aislamiento de impacto de conjuntos de suelo de viguetas de aceroViguetas de acero de 45,7 cm (18 in), cada 81,3 cm (32 in), con planchas de fibra de vidrio de 7,6 cm (3 in) de grosor entre las viguetas. En el lado del suelo, ensambladura de ranura y lengüeta de contrachapado de 2,86 cm (1 1/8 in) de grosor (graduación 2-4-1), clavada a las viguetas; el contrachapado está cubierto con un felpudo de pelo de 1,81 kg/m2 (40 oz/yd2) y una alfombra de pelo de lana de 1,99 kg/m2 (44 oz/yd2). El peso total de la alfombra es de 2,25 kg/m2 (4,14 lb/yd2) y el grosor total 0,95 cm (3/8 in). En el lado del techo, canales elásticos incrustados cada 61 cm (24 in), atornillados perpendiculares a las viguetas; un tablero de escayola de 1,6 cm (5/8 in), atornillado a los canales cada 30,5 cm (12 in). Todas las juntas selladas y acabadas y toda la periferia del panel calafateada y sellada. Grosor total: 53,3 cm (21 in).The impact insulation class column of Table 32.7 is printed for this row and its cell is empty: no number, no dash and no convention for the gap.Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.8. Mejora aproximada en la clase de aislamiento de impacto (ΔIIC) debida a distintos tratamientos con superficies elásticas sobre suelos masivos estructurales duros*Alfombras de pelo de distinto tipo* Si estos tratamientos de superficies se aplican sobre suelos de viguetas de madera, la mejora puede ser sustancialmente inferior a la que aparece en la tabla.25 to 30Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.8. Mejora aproximada en la clase de aislamiento de impacto (ΔIIC) debida a distintos tratamientos con superficies elásticas sobre suelos masivos estructurales duros*Linóleo de 0,25 cm (0,1 in) de grosor sobre fieltro gofrado de 1,0 kg/m2 (1,8 lb/yd2)* Si estos tratamientos de superficies se aplican sobre suelos de viguetas de madera, la mejora puede ser sustancialmente inferior a la que aparece en la tabla.19Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.8. Mejora aproximada en la clase de aislamiento de impacto (ΔIIC) debida a distintos tratamientos con superficies elásticas sobre suelos masivos estructurales duros*Linóleo de corcho de 0,6 cm (0,24 in) de grosor* Si estos tratamientos de superficies se aplican sobre suelos de viguetas de madera, la mejora puede ser sustancialmente inferior a la que aparece en la tabla.18Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.8. Mejora aproximada en la clase de aislamiento de impacto (ΔIIC) debida a distintos tratamientos con superficies elásticas sobre suelos masivos estructurales duros*Linóleo de corcho de 0,45 cm (0,18 in) de grosor* Si estos tratamientos de superficies se aplican sobre suelos de viguetas de madera, la mejora puede ser sustancialmente inferior a la que aparece en la tabla.17Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.8. Mejora aproximada en la clase de aislamiento de impacto (ΔIIC) debida a distintos tratamientos con superficies elásticas sobre suelos masivos estructurales duros*Linóleo de 0,2 cm (0,08 in) a 0,32 cm (0,13 in) de grosor extendido sobre una plancha de corcho de 0,2 cm (0,08 in) a 0,32 cm (0,13 in) de grosor* Si estos tratamientos de superficies se aplican sobre suelos de viguetas de madera, la mejora puede ser sustancialmente inferior a la que aparece en la tabla.17Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
TABLA 32.8. Mejora aproximada en la clase de aislamiento de impacto (ΔIIC) debida a distintos tratamientos con superficies elásticas sobre suelos masivos estructurales duros*«Sandwich» de linóleo y corcho de 0,4 cm (0,16 in) de grosor* Si estos tratamientos de superficies se aplican sobre suelos de viguetas de madera, la mejora puede ser sustancialmente inferior a la que aparece en la tabla.16Harris 3e Tables 32.1 to 32.8, PDF pages 750-757 (printed pp. 32.8-32.15)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudoLinóleum, 3,2 mm3Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudoBaldosa de caucho, 3,2 mm5Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudoAsfalto5 to 7Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudoSuelo de parquet sobre listones7Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudoPlancha de corcho, 8 mm10Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudoMoqueta Wilton, 9,5 mm24Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudo4 mm de linóleum sobre 6,4 mm de plancha de corcho duro6Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudo4 mm de linóleum sobre 6,4 mm de plancha de corcho blando14Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudo4 mm de linóleum sobre 12,8 mm de corcho blando16Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.2. Valores medios del aislamiento al impacto sonoro proporcionado por varios acabados de suelo aplicados sobre hormigón desnudo4 mm de linóleum sobre 12,8 mm de tablero blando18Harris (1977) Table 19.2, PDF page 742 (printed p. 729)
Tabla 19.3. Aislamiento medio al impacto sonoro proporcionado por franjas de hormigón o asfalto sobre un suelo de hormigón desnudo37 mm de franjas de hormigón sobre 12 mm de tablero blando10Harris (1977) Table 19.3, PDF page 746 (printed p. 733)
Tabla 19.3. Aislamiento medio al impacto sonoro proporcionado por franjas de hormigón o asfalto sobre un suelo de hormigón desnudo37 mm de franjas de hormigón sobre 25 mm de corcho granulado10Harris (1977) Table 19.3, PDF page 746 (printed p. 733)
Tabla 19.3. Aislamiento medio al impacto sonoro proporcionado por franjas de hormigón o asfalto sobre un suelo de hormigón desnudo37 mm de franjas de hormigón sobre 25 mm de cubierta elástica24Harris (1977) Table 19.3, PDF page 746 (printed p. 733)
Tabla 19.3. Aislamiento medio al impacto sonoro proporcionado por franjas de hormigón o asfalto sobre un suelo de hormigón desnudo25 mm de asfalto o 12 mm de tablero blandoThe page prints "o" (or) between the two layers, where the other four rows print "sobre" (on). The description is kept as printed.15Harris (1977) Table 19.3, PDF page 746 (printed p. 733)
Tabla 19.3. Aislamiento medio al impacto sonoro proporcionado por franjas de hormigón o asfalto sobre un suelo de hormigón desnudo37 mm de asfalto sobre 25 mm de lana mineral27Harris (1977) Table 19.3, PDF page 746 (printed p. 733)
Tabla 19.4. Aislamiento medio al impacto sonoro proporcionado por varios tipos de suelos de madera sobre hormigón desnudoSuelo de parquet sobre listonesSin carga adicional70Harris (1977) Table 19.4, PDF page 747 (printed p. 734)
Tabla 19.4. Aislamiento medio al impacto sonoro proporcionado por varios tipos de suelos de madera sobre hormigón desnudoSuelo de parquet sobre listones descansando sobre bandas de corcho de 37 mmSin carga adicional100Harris (1977) Table 19.4, PDF page 747 (printed p. 734)
Tabla 19.4. Aislamiento medio al impacto sonoro proporcionado por varios tipos de suelos de madera sobre hormigón desnudoSuelo de parquet sobre listones descansando sobre bandas de lana mineral de 25 mmCarga adicional 0,84 kg/cm²1582,37586Harris (1977) Table 19.4, PDF page 747 (printed p. 734)
Tabla 19.4. Aislamiento medio al impacto sonoro proporcionado por varios tipos de suelos de madera sobre hormigón desnudoSuelo de parquet (sin listones) sobre 50 mm de arena secaSin carga adicional110Harris (1977) Table 19.4, PDF page 747 (printed p. 734)
Tabla 19.4. Aislamiento medio al impacto sonoro proporcionado por varios tipos de suelos de madera sobre hormigón desnudoSuelo de parquet (sin listones) sobre 50 mm de serrín secoCarga adicional 0,84 kg/cm²2182,37586Harris (1977) Table 19.4, PDF page 747 (printed p. 734)
Tabla 19.4. Aislamiento medio al impacto sonoro proporcionado por varios tipos de suelos de madera sobre hormigón desnudoSuelo de parquet (sin listones) sobre cubierta de lana de vidrio de 18 mmSin carga adicional270Harris (1977) Table 19.4, PDF page 747 (printed p. 734)
Tabla 19.4. Aislamiento medio al impacto sonoro proporcionado por varios tipos de suelos de madera sobre hormigón desnudoSuelo de parquet (sin listones) sobre cubierta de lana de vidrio de 18 mmCarga adicional 0,84 kg/cm²2282,37586Harris (1977) Table 19.4, PDF page 747 (printed p. 734)
Tabla 19.4. Aislamiento medio al impacto sonoro proporcionado por varios tipos de suelos de madera sobre hormigón desnudoSuelo de parquet (sin listones) sobre cubierta de lana de vidrio de 25 mmCarga adicional 0,84 kg/cm²2182,37586Harris (1977) Table 19.4, PDF page 747 (printed p. 734)

Forty-six measurements of what the wall of a sheet metal duct does to the sound that crosses it, and the first thing to read on a row is which way it crossed. Breakout is the sound that leaves the duct through its wall, into the room the duct passes through. Break-in is the sound that enters the duct through the same wall and then travels along it to somewhere else. They are two different measurements of one wall and not two words for one number: the 305 mm by 305 mm duct in 24 gauge is 21 dB at 63 Hz on the way out and 16 dB on the way in, and 27 against 16 at 250 Hz. Two rows that differ only in direction are two rows here, and the column says which.

The rest of the row is what tells one duct from another. The shape is the chapter’s own word, which is why the breakout table says round where the break-in table says circular for the same geometry. The gauge is the US sheet metal gauge as printed, keeping the asterisk that marks a duct lined internally, and the note on those rows says what the lining is. The size is the two sides or the diameter, in millimetres; two rows carry a diameter the page prints once over three consecutive rows, so those two are marked as worked out rather than read. Several cells are a lower bound and not a value, because the sound radiated was below the background in the room the duct was measured in, and a bound is published as one.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

DuctDirectionShapeSheet gaugeDiametermmFirst sidemmSecond sidemmDuct lengthm63 HzdB125 HzdB250 HzdB500 HzdB1 kHzdB2 kHzdB4 kHzdB8 kHzdBSource
305 × 305 mmbreakoutrectangular243053052124273033364145ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
305 × 610 mmbreakoutrectangular243056101922252831354145ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
305 × 1220 mmbreakoutrectangular223051 2201922252831374345ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
610 × 610 mmbreakoutrectangular226106102023262932374345ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
610 × 1220 mmbreakoutrectangular206101 2202023262931394545ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
1220 × 1220 mmbreakoutrectangular181 2201 2202124273035414545ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
1220 × 2440 mmbreakoutrectangular181 2202 4401922252935414545ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Long Seam Ducts200 mmThe 63 Hz cell is printed “>45”, a lower bound and not a value; the page gives no ceiling for it and none is invented. The 125 Hz cell is printed “(53)”. The only legend for that mark anywhere on folios 49.30 to 49.32 is the note under Table 32: “Parentheses indicate measurements in which background sound produced greater uncertainty than usual.” No hedge of this catalogue means that, and approximate is for a number an author rounded on purpose, so the number is held exactly as printed and the mark is recorded here.breakoutround262004,6> 45535552443534ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Long Seam Ducts350 mmThe 63 Hz cell is printed “>50”, a lower bound and not a value; the page gives no ceiling for it and none is invented.breakoutround243504,6> 50605436343125ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Long Seam Ducts560 mmThe 63 Hz cell is printed “>47”, a lower bound and not a value; the page gives no ceiling for it and none is invented.breakoutround225604,6> 47533733332725ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Long Seam Ducts810 mmThe 63 Hz cell is printed “(51)”. The only legend for that mark anywhere on folios 49.30 to 49.32 is the note under Table 32: “Parentheses indicate measurements in which background sound produced greater uncertainty than usual.” No hedge of this catalogue means that, and approximate is for a number an author rounded on purpose, so the number is held exactly as printed and the mark is recorded here.breakoutround228104,651462626242238ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts300 mmThe gauge carries the asterisk of the footnote printed under Table 30: “*Ducts internally lined with 25 mm thick 24 kg/m3 fiberglass with 0.6 mm perforated sheet metal inner liner.” (the page sets the 3 of the density as a superscript).breakoutround26*3003,652515351504636ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts610 mmbreakoutround246107,351535144362629ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts610 mmThe diameter cell is blank on the page, and the 610 mm this row serves is carried down from the row of its block that prints it rather than read from this row. The gauge carries the asterisk of the footnote printed under Table 30: “*Ducts internally lined with 25 mm thick 24 kg/m3 fiberglass with 0.6 mm perforated sheet metal inner liner.” (the page sets the 3 of the density as a superscript).breakoutround24*6107,351515444393347ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts610 mmThe diameter cell is blank on the page, and the 610 mm this row serves is carried down from the row of its block that prints it rather than read from this row. The length is printed as a bare “3”, with no decimal, where every other length in Tables 30 and 32 carries one. The 63 Hz cell is printed “>48”, a lower bound and not a value; the page gives no ceiling for it and none is invented.breakoutround166103> 48533632322841ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts915 mmbreakoutround209157,351515246363255ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
305 × 152 mmbreakoutflat oval243051523134374043——ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
610 × 152 mmbreakoutflat oval246101522427303336——ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
610 × 305 mmbreakoutflat oval2461030528313437———ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
1220 × 305 mmbreakoutflat oval221 22030523262932———ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
1220 × 610 mmbreakoutflat oval221 220610273033————ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
2440 × 610 mmbreakoutflat oval202 440610222528————ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
2440 × 1220 mmbreakoutflat oval182 4401 2202831—————ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Long Seam Ducts203 mmThe 63 Hz cell is printed “>17”, a lower bound and not a value; the page gives no ceiling for it and none is invented. The 125 Hz cell is printed “(31)”. The note printed under this table reads: “Parentheses indicate measurements in which background sound produced greater uncertainty than usual.” No hedge of this catalogue means that, and approximate is for a number an author rounded on purpose, so the number is held exactly as printed and the mark is recorded here.break-incircular262034,57> 17313942413231ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Long Seam Ducts356 mmThe 63 Hz cell is printed “>27”, a lower bound and not a value; the page gives no ceiling for it and none is invented.break-incircular243564,57> 27434331312822ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Long Seam Ducts559 mmThe 63 Hz cell is printed “>28”, a lower bound and not a value; the page gives no ceiling for it and none is invented.break-incircular225594,57> 28403030302422ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Long Seam Ducts813 mmThe 63 Hz cell is printed “(35)”. The note printed under this table reads: “Parentheses indicate measurements in which background sound produced greater uncertainty than usual.” No hedge of this catalogue means that, and approximate is for a number an author rounded on purpose, so the number is held exactly as printed and the mark is recorded here.break-incircular228134,5735362323211935ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts203 mmThe 63 Hz cell is printed “>20”, a lower bound and not a value; the page gives no ceiling for it and none is invented. The 125 Hz cell is printed “>42”, a lower bound and not a value; the page gives no ceiling for it and none is invented. The 250 Hz cell is printed “>59”, a lower bound and not a value; the page gives no ceiling for it and none is invented. The 500 Hz cell is printed “>62”, a lower bound and not a value; the page gives no ceiling for it and none is invented.break-incircular262033,05> 20> 42> 59> 62534326ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts356 mmThe 63 Hz cell is printed “>20”, a lower bound and not a value; the page gives no ceiling for it and none is invented. The 125 Hz cell is printed “>36”, a lower bound and not a value; the page gives no ceiling for it and none is invented.break-incircular263563,05> 20> 364428313222ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts660 mmThe 63 Hz cell is printed “>27”, a lower bound and not a value; the page gives no ceiling for it and none is invented.break-incircular246603,05> 27382023221933ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts660 mmThe 63 Hz cell is printed “>30”, a lower bound and not a value; the page gives no ceiling for it and none is invented. The 125 Hz cell is printed “>41”, a lower bound and not a value; the page gives no ceiling for it and none is invented.break-incircular166603,05> 30> 413029292538ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
Spiral Wound Ducts813 mmThe 63 Hz cell is printed “>27”, a lower bound and not a value; the page gives no ceiling for it and none is invented.break-incircular228133,05> 27322522232137ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
305 × 305 mmbreak-inrectangular243053051616162530333842ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
305 × 610 mmbreak-inrectangular243056101515172528323842ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
305 × 1220 mmbreak-inrectangular223051 2201414222528344042ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
610 × 610 mmbreak-inrectangular226106101313212629344042ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
610 × 1220 mmbreak-inrectangular206101 2201215232628364242ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
1220 × 1220 mmbreak-inrectangular181 2201 2201019242732384242ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
1220 × 2440 mmbreak-inrectangular181 2202 4401119222632384242ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
305 × 152 mmTable 34 is printed twice, complete, on folio 49.31 and again on folio 49.32. The two printings were compared row by row and agree, marks included, so one set of rows is kept.break-inflat oval243051521818223140——ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
610 × 152 mmTable 34 is printed twice, complete, on folio 49.31 and again on folio 49.32. The two printings were compared row by row and agree, marks included, so one set of rows is kept.break-inflat oval246101521717183033——ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
610 × 305 mmTable 34 is printed twice, complete, on folio 49.31 and again on folio 49.32. The two printings were compared row by row and agree, marks included, so one set of rows is kept.break-inflat oval2461030515162534———ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
1220 × 305 mmTable 34 is printed twice, complete, on folio 49.31 and again on folio 49.32. The two printings were compared row by row and agree, marks included, so one set of rows is kept.break-inflat oval221 22030514142629———ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
1220 × 610 mmTable 34 is printed twice, complete, on folio 49.31 and again on folio 49.32. The two printings were compared row by row and agree, marks included, so one set of rows is kept.break-inflat oval221 220610122130————ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
2440 × 610 mmTable 34 is printed twice, complete, on folio 49.31 and again on folio 49.32. The two printings were compared row by row and agree, marks included, so one set of rows is kept.break-inflat oval202 440610112225————ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)
2440 × 1220 mmTable 34 is printed twice, complete, on folio 49.31 and again on folio 49.32. The two printings were compared row by row and agree, marks included, so one set of rows is kept.break-inflat oval182 4401 2201928—————ASHRAE (2019) HVAC Applications Handbook Chapter 49 Tables 29 to 34, PDF pages 914-916 (printed pp. 49.30-49.32)

How much of a reflection leaves the specular direction, band by band, for a surface with something on it. The room models of this library take one number per surface per band and have no way of working it out, and a measurement needs a reverberation room with a turntable in it, so these are the values a modeller starts from. Cox measured or collected them under ISO 17497-1 and credits each row to the paper it came from; they are the only appendix of his four whose numbers were measured rather than computed.

The table is worth reading for how wide the method is. The same battens, 10 cm high and 10 cm wide on a 20 cm period, appear twice under one heading because two teams measured them, and they read 0.28 and 0.44 at 630 Hz. One cell is above one, which is what ISO 17497-1 gives when the reflected energy is compared against a base plate and nothing caps the ratio. A row is described rather than named, so the heading it sits under is part of the description and the filter matches both.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

Surface100 Hz125 Hz160 Hz200 Hz250 Hz315 Hz400 Hz500 Hz630 Hz800 Hz1 kHz1.25 kHz1.6 kHz2 kHz2.5 kHz3.15 kHz4 kHz5 kHzSource
Sinusoidal 1D corrugationh = 5.1 cm, L = 17.7 cm0,020,020,030,030,040,040,050,050,10,130,220,420,590,720,80,850,870,89Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Periodic 1D battensh = w = 10 cm, L = 2h00,010,010,030,050,080,160,240,280,250,340,370,250,280,60,650,67–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Periodic 1D battensh = w = 5 cm, L = 2h0,01000,010,020,0200,060,160,250,250,310,360,520,440,310,320,61Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Periodic 1D battensh = w = 10 cm, L = 2h00,010,090,050,020,140,210,320,440,470,440,360,260,360,520,610,50,63Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Periodic 1D battensh = w = 22 cm, L = 2h0,010,080,120,230,420,420,540,50,290,350,660,680,490,560,610,480,60,57Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Parallel V-shaped grooves cut into rubber sheetN = 3, P = 20%0,10,0200,040,060,0200,250,290,510,380,550,450,220,410,520,53–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Parallel V-shaped grooves cut into rubber sheetN = 5, P = 30%0,120,070,040,040,040,040,030,180,280,570,740,670,440,570,580,60,73–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Parallel V-shaped grooves cut into rubber sheetN = 7, P = 44%0,10,020,050,040,040,020,090,490,560,740,851,170,730,670,610,870,83–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Parallel V-shaped grooves cut into rubber sheetN = 9, P = 56%0,090,010,01000,040,030,10,080,570,90,880,860,620,620,830,81–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Periodic 2D blocksh = w = 10 cm, L = 2h000,010,010,01000,070,040,080,190,230,220,320,430,560,49–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Periodic 2D blocksh = w = 20 cm, L = 2h000,030000,10,110,160,170,20,260,310,340,450,490,470,44Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Randomly arranged 2D blocks18% coverage density (50 blocks)00,010,02000,040,320,250,210,170,250,320,350,340,430,530,470,55Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Randomly arranged 2D blocks27% coverage density (75 blocks)00,040,060,020,070,080,390,290,320,20,220,350,350,380,470,50,570,55Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Pyramidsh = 30.5 cm, L = b = 2h000000,020,050,080,120,180,220,220,390,410,550,690,861Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Pyramidsh = 30.5 cm, L = b = 2hOne in four pyramid corners raised from baseplate00000,010,050,050,10,210,30,380,490,680,740,820,930,991Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Pyramidsh = 30.5 cm, L = b = h00000000,040,10,190,310,350,520,580,680,770,881Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Pyramidsh = 30.5 cm, L = b = 2hOne in four pyramid corners raised from baseplate00000000,030,110,270,440,520,730,760,910,910,99–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
V-shaped grooves in 2D pattern, cut into rubber sheetN = 2, P = 14%0,170,060,070,050,030,050,070,160,180,230,460,410,330,380,350,430,5–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
V-shaped grooves in 2D pattern, cut into rubber sheetN = 6, P = 36%0,110,040,070,060,040,050,070,170,230,40,720,690,570,640,630,690,75–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
V-shaped grooves in 2D pattern, cut into rubber sheetN = 10, P = 50%0,110,050,030,010,010,050,080,270,320,510,880,950,760,670,740,860,87–Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 7.5 mm; P = 14%000,0100,02000,03000,010,040,090,20,210,240,25Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 7.5 mm; P = 28%0,1400,01000000,020,010,010,040,170,310,460,470,46Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 7.5 mm; P = 57%0,120000,03000000,110,090,130,40,570,520,41Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 7.5 mm; P = 71%0,04000000000,040,0200,160,40,450,460,58Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 10 mm; P = 14%0,010,0100000000,020,10,120,250,290,280,350,31Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 10 mm; P = 28%00000,01000,050,0100,050,190,380,460,560,540,53Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 10 mm; P = 57%0,050000,0100000,020,070,140,410,520,740,670,51Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 10 mm; P = 71%0,050000,0100000,030,060,140,340,570,540,660,53Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 15 mm; P = 14%0,03000000,010,020,030,110,190,270,270,340,310,370,31Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 15 mm; P = 28%00,01000000,040,030,080,320,530,550,540,440,410,32Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 15 mm; P = 57%0,050,010,01000000,050,030,440,720,630,630,570,440,3Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 15 mm; P = 71%0,030,010,020000000,110,330,480,620,790,560,540,57Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 20 mm; P = 14%0,10,020,010,01000,050,080,140,150,280,360,30,310,280,320,24Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 20 mm; P = 28%0,1500,010,050,0300,030,030,160,30,440,560,540,530,470,540,42Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 20 mm; P = 57%0,030,0100,010,010,0100,020,180,420,760,750,850,760,540,610,76Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 20 mm; P = 71%0,090000000,030,110,270,580,810,70,710,670,770,68Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 25 mm; P = 14%0,020000,0100,060,150,210,260,290,310,380,350,30,290,31Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 25 mm; P = 28%0,080,020,020,01000,030,220,270,310,430,580,520,430,420,430,41Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 25 mm; P = 57%00,01000,010,010,040,090,310,580,770,770,750,610,560,620,63Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Wooden hemispheres coveringh = 25 mm; P = 71%0,050000,010,010,040,060,230,470,730,780,830,750,650,70,77Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Vegetation with different percentage coverage of base plateBox (Buxus), 20%0,010,010,01000,030,0200,020,0200000,010,010,10,06Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Vegetation with different percentage coverage of base plateBox (Buxus), 60%0000,0100,010,0300,050,020,0100,010,050,020,110,150,2Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Vegetation with different percentage coverage of base plateBox (Buxus), 100%00000,030,030,020,020,030,0200,030,060,070,050,110,160,26Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Vegetation with different percentage coverage of base plateHolly, 20%0,010,040,010,0500,010,030,040,0100,0100,0100,030,010,070,07Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Vegetation with different percentage coverage of base plateHolly, 60%0,0600,020,040,0100,010,060,03000,010,020,060,080,080,160,15Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)
Vegetation with different percentage coverage of base plateHolly, 100%000,010,06000,020,040000,020,010,030,090,090,160,33Cox & D'Antonio 3e Appendix D, PDF pages 554-559 (printed pp. 497-502)

How even a surface’s polar response is, which is the other half of ISO 17497 and not the same question as how much energy left the specular direction. A surface can score high on one and low on the other, so this is a second table and not more rows of the first.

These numbers were computed rather than measured: a two-dimensional boundary element model of a thin panel with an open back, with the source and the receiver 100 and 50 m away. That makes them a designer’s argument rather than a laboratory’s report, and the argument is worth reading. One semicylinder scores 0.77 at 1 kHz at random incidence and twelve of the same semicylinder score 0.22, so an array is not a single device repeated. Six semiellipses go from 0.02 to 0.65 at 5 kHz as they deepen from 1 cm to 30 cm. Neither follows from a formula in the book.

The page prints three lines per surface, headed 0, 57 and Random, so a surface is three rows here and the angle says which. The random one carries no angle at all: it is an arithmetic mean over ten angles, without the weighting a measurement standard would apply, and answering zero for it would hand back the normal incidence row’s meaning.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

SurfaceAngle of incidence°100 Hz125 Hz160 Hz200 Hz250 Hz315 Hz400 Hz500 Hz630 Hz800 Hz1 kHz1.25 kHz1.6 kHz2 kHz2.5 kHz3.15 kHz4 kHz5 kHzSource
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)1 period, 0.61 cm widenormal00,020000,650,960,920,960,970,90,930,950,940,950,970,980,980,98Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)1 period, 0.61 cm wide57 degrees570,060,070,160,380,590,180,430,370,550,530,640,70,740,770,80,820,850,86Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)1 period, 0.61 cm widerandom0,060,070,110,280,560,50,560,660,80,760,770,80,820,820,840,850,860,87Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)2 periods, 1.22 m widenormal00,160,180,150,060,020,170,60,620,710,430,50,720,650,770,770,730,770,8Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)2 periods, 1.22 m wide57 degrees570,150,120,180,530,40,50,30,260,660,690,660,690,720,730,760,760,80,83Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)2 periods, 1.22 m widerandom0,230,160,090,260,320,380,380,330,640,550,620,690,710,730,740,740,780,79Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)4 cylinders, 2.44 m widenormal00,0200,010,050,030,040,130,580,320,160,240,380,310,480,440,410,430,54Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)4 cylinders, 2.44 m wide57 degrees570,040,180,210,190,290,340,120,020,490,310,330,490,510,530,640,660,640,66Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)4 cylinders, 2.44 m widerandom00,050,030,070,090,180,190,190,380,290,340,450,470,490,540,590,610,62Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)6 periods, 3.66 m widenormal000,020,020,010,020,020,050,210,220,10,190,210,260,390,320,380,490,72Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)6 periods, 3.66 m wide57 degrees570,070,160,160,10,180,320,090,030,40,180,250,430,420,460,590,580,60,66Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)6 periods, 3.66 m widerandom00000,070,140,140,120,280,190,260,360,40,420,480,550,60,65Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)12 periods, 7.32 m widenormal0000,010,010,010,010,010,040,140,080,170,480,350,630,570,720,660,81Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)12 periods, 7.32 m wide57 degrees570,060,060,060,030,040,320,130,070,30,090,210,40,420,490,550,580,680,67Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
1. Effect of changing diffuser periodicity and width. Semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)12 periods, 7.32 m widerandom00000,030,10,10,090,20,120,220,380,420,460,560,640,660,7Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)1 cm deepnormal00,020,020,010000000000000,010,020,03Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)1 cm deep57 degrees570,010,030,020000000000000,010,020,03Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)1 cm deeprandom0,010,020,0200,010,01000000000,010,010,010,02Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)2 cm deepnormal00,020,020,01000000000,010,010,010,020,040,080,13Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)2 cm deep57 degrees570,010,030,020000000000,010,010,010,030,080,1Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)2 cm deeprandom0,010,030,020,010,020,030,020,010,020,010,010,010,010,020,030,040,060,08Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)5 cm deepnormal00,010,010,0100000,010,030,030,040,070,10,140,240,240,340,36Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)5 cm deep57 degrees5700,030,02000,050,040,030,030,030,030,040,050,060,10,120,150,15Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)5 cm deeprandom0,010,030,030,020,050,060,040,030,040,040,030,050,080,120,140,150,20,25Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)10 cm deepnormal00,010,010,0100000,050,260,220,190,320,260,320,570,50,70,73Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)10 cm deep57 degrees5700,030,0200,020,220,150,120,140,140,160,170,190,240,310,40,410,4Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)10 cm deeprandom0,020,060,070,060,060,10,070,050,110,150,190,230,250,290,390,40,470,51Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)20 cm deepnormal000,010,0100,010,010,020,280,410,180,020,160,280,270,570,580,580,54Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)20 cm deep57 degrees5700,030,030,040,090,360,160,030,220,270,340,310,290,380,470,530,540,59Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)20 cm deeprandom0000,010,060,110,110,110,20,250,230,310,320,370,450,50,560,61Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)30 cm deep (semicylinders)normal000,020,020,010,020,020,050,210,220,10,190,210,260,390,320,380,490,72Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)30 cm deep (semicylinders)57 degrees570,070,160,160,10,180,320,090,030,40,180,250,430,420,460,590,580,60,66Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
2. Effect of surface depth, six semiellipses, non-absorbing, each width 0.6 m, total with 3.66 m (1 cm flat section between semiellipses)30 cm deep (semicylinders)random00000,070,140,140,120,280,190,260,360,40,420,480,550,60,65Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)15 periods, 60° anglenormal00000000000000,050,0100,010,010,01Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)15 periods, 60° angle57 degrees570,070,090,070,050,090,060,060,110,070,160,050,040,230,170,150,230,240,23Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)15 periods, 60° anglerandom00000000,060,050,080,050,050,130,110,150,150,140,14Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)9 periods, 45° anglenormal0000000000,010,030,0300,020,020,010,010,010,01Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)9 periods, 45° angle57 degrees5700,030,030,0100,020,260,190,050,130,260,150,220,20,150,070,060,07Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)9 periods, 45° anglerandom0000000,120,110,070,130,160,140,180,20,160,130,150,1Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)6 periods, 30° anglenormal000000000,070,390,210,220,350,40,330,360,330,220,17Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)6 periods, 30° angle57 degrees5700,010,020,010,080,320,150,090,210,180,160,20,150,170,160,140,090,05Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)6 periods, 30° anglerandom00000,040,090,080,090,170,180,190,220,240,240,230,20,160,12Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)3 periods, 18° anglenormal00,010,010,010,010,070,230,330,280,350,320,30,30,280,230,190,150,120,1Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)3 periods, 18° angle57 degrees570,020,150,340,290,190,190,160,180,160,160,160,170,190,170,130,10,090,02Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)3 periods, 18° anglerandom0,050,080,110,10,080,10,150,190,20,20,210,210,20,170,150,120,10,07Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deepOne semiellipse in middle of bafflenormal0000,030,090,110,10,170,140,080,020,020,040,020,030,030,010,010,04Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deepOne semiellipse in middle of baffle57 degrees570,110,270,230,290,310,290,260,260,220,160,110,080,060,090,150,150,070,06Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deepOne semiellipse in middle of bafflerandom0,080,130,150,190,220,220,220,240,210,170,150,140,160,160,170,130,110,1Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deepThree semiellipses with 0.6 m flat section betweennormal00,010,020,010,020,120,50,330,280,30,10,120,160,170,10,080,160,170,25Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deepThree semiellipses with 0.6 m flat section between57 degrees570,050,310,430,280,230,380,230,330,310,40,520,420,20,220,440,410,270,67Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deepThree semiellipses with 0.6 m flat section betweenrandom0,050,130,140,140,170,270,240,310,310,290,250,330,330,320,340,370,340,35Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays3 periods, 30 cm deepnormal00,090,10,060,130,540,490,280,390,530,280,350,520,630,420,730,740,310,79Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays3 periods, 30 cm deep57 degrees570,210,510,50,330,20,230,120,160,310,60,590,520,590,580,560,570,550,47Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays3 periods, 30 cm deeprandom0,160,160,190,20,20,230,180,270,380,440,480,540,590,540,550,590,560,59Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 20 cm deepnormal00,060,040,020,0100,010,020,280,520,350,350,290,180,380,150,310,330,54Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 20 cm deep57 degrees570,080,060,0500,080,380,210,110,310,440,530,60,510,640,570,540,520,58Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 20 cm deeprandom0,090,040,0300,050,130,160,180,290,420,390,450,470,560,50,530,560,56Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 10 cm deepnormal00,040,020,010,020,010,010,030,040,050,050,050,410,560,30,640,290,630,63Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 10 cm deep57 degrees570,070,10,090,090,10,080,110,10,410,440,490,470,520,460,460,360,420,41Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 10 cm deeprandom0,070,10,110,10,10,110,130,10,20,270,330,440,470,440,470,460,480,51Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 5 cm deepnormal00,060,030,020,010000,01000,010,10,160,290,450,560,510,64Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 5 cm deep57 degrees570,070,060,050,010,010,0100,010,120,150,120,090,10,130,180,290,290,33Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 5 cm deeprandom0,070,050,040,020,040,040,030,050,10,120,090,10,130,210,30,360,390,45Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, flat hybrid surfacenormal00,070,020,020,01000000000,010,010,010,010,010,02Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, flat hybrid surface57 degrees570,130,080,060,020,010,010,010,0100,010,020,030,060,090,080,140,290,36Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, flat hybrid surfacerandom0,150,110,090,060,040,040,020,010,010,010,010,030,070,10,110,130,130,16Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, curved, 2.5 cm deepnormal00,060,020,0200000,010,010,010,010,030,040,050,060,150,220,28Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, curved, 2.5 cm deep57 degrees570,120,080,040,010,010,040,030,040,050,050,080,110,190,210,190,280,290,49Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, curved, 2.5 cm deeprandom0,150,10,080,050,040,070,050,050,070,060,060,10,150,160,190,240,280,32Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, curved, 7.5 cm deepnormal00,050,010,020,01000,010,030,050,080,240,390,520,520,240,320,670,56Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, curved, 7.5 cm deep57 degrees570,110,070,030,010,010,110,090,140,390,30,330,440,430,410,40,40,420,4Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
6. Hybrid surfaces, 3.6 m wide, modulated arrays3 periods, curved, 7.5 cm deeprandom0,150,10,060,040,040,10,090,110,210,20,240,360,420,40,330,40,490,47Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideN = 7 QRD, 6 periods, 0.2 m deepnormal00,070,010,0200,010,010,010,070,160,210,120,10,070,230,390,040,190,27Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideN = 7 QRD, 6 periods, 0.2 m deep57 degrees570,130,140,110,050,110,020,10,240,370,280,320,120,310,450,430,320,370,6Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideN = 7 QRD, 6 periods, 0.2 m deeprandom0,070,0400000,040,220,250,220,230,090,230,350,360,230,250,42Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideOptimized profiled diffuser, modulated array, 6 periods, 8 wells/period, 0.17 m deepnormal00,070,020,0100,060,070,070,30,580,40,410,490,590,380,330,380,30,33Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideOptimized profiled diffuser, modulated array, 6 periods, 8 wells/period, 0.17 m deep57 degrees570,120,110,160,10,080,140,320,330,490,530,390,460,570,480,570,540,580,55Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideOptimized profiled diffuser, modulated array, 6 periods, 8 wells/period, 0.17 m deeprandom0,080,050,06000,070,180,270,430,470,370,410,510,430,430,480,420,46Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideN = 7 PRD, 6 periods, 6 wells/period, 0.2 m deepnormal00,070,010,0200,010,020,040,030,060,330,130,140,20,270,10,350,210,06Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideN = 7 PRD, 6 periods, 6 wells/period, 0.2 m deep57 degrees570,150,150,120,080,070,240,310,250,210,260,150,20,340,340,190,270,320,19Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideN = 7 PRD, 6 periods, 6 wells/period, 0.2 m deeprandom0,090,040000,10,150,150,190,190,170,20,220,320,220,290,320,25Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideDiffractal, 1 period, three orders of size, N = 7 (largest order only 6 wells), 0.5 m deepnormal00,060,250,10,270,30,360,560,310,390,40,420,520,560,490,490,40,470,54Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideDiffractal, 1 period, three orders of size, N = 7 (largest order only 6 wells), 0.5 m deep57 degrees570,40,350,430,460,440,560,770,60,660,670,560,430,620,670,660,560,160,69Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideDiffractal, 1 period, three orders of size, N = 7 (largest order only 6 wells), 0.5 m deeprandom0,190,20,290,350,360,440,610,450,510,510,490,40,540,530,50,470,350,53Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, modulated array, 6 periods, 12 wells/period, 0.17 m deepnormal00,060,020,0200,040,050,20,610,580,510,580,320,310,490,370,30,420,53Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, modulated array, 6 periods, 12 wells/period, 0.17 m deep57 degrees570,090,10,120,070,240,530,440,740,540,430,660,520,60,520,480,410,480,72Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, modulated array, 6 periods, 12 wells/period, 0.17 m deeprandom0,040,02000,060,270,340,580,50,420,560,40,440,480,420,40,450,53Cox & D'Antonio 3e Appendix B, PDF pages 538-543 (printed pp. 481-486)

The same quantity as the table above and not the same kind of number: these were computed with a boundary element model, and the two are separate catalogues so that a row cannot travel from one to the other unnoticed.

Cox prints three of them. Two are three-dimensional predictions of 3 m by 3 m single-plane diffusers, at normal and at random incidence, over the bands from 250 Hz upward, because the book says the coefficient below that should be taken as zero and prints nothing there. The third is two-dimensional, runs the whole range, and prints three lines per surface at 0, 56.9 and random incidence. Each row says which solver produced it.

The book is unusually frank about what they are worth, and the notes on each table quote it: the coefficient reads absorption as scattering, so the formulation needs revising for a surface that absorbs; the random incidence values of the two-dimensional table run high at low frequencies; and the coefficient reads a redirection as a dispersion, so a 45 degree triangle that sends a strong reflection straight back scores as if it had scattered.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

SurfaceComputed withAngle of incidence°100 Hz125 Hz160 Hz200 Hz250 Hz315 Hz400 Hz500 Hz630 Hz800 Hz1 kHz1.25 kHz1.6 kHz2 kHz2.5 kHz3.15 kHz4 kHz5 kHzSource
Sinusoidal cross-sectionh = 2 cm, L = 20 cmthree-dimensional boundary element prediction000000000,020,310,30,540,65Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Sinusoidal cross-sectionh = 4 cm, L = 20 cmthree-dimensional boundary element prediction000000,010,010,010,110,90,970,930,95Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Sinusoidal cross-sectionh = 6 cm, L = 20 cmthree-dimensional boundary element prediction00000,010,030,010,040,20,890,560,191Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Sinusoidal cross-sectionh = 8 cm, L = 20 cmthree-dimensional boundary element prediction0000,010,020,030,030,080,150,40,060,240,28Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Sinusoidal cross-sectionh = 10 cm, L = 20 cmthree-dimensional boundary element prediction00,010,010,030,060,040,050,10,090,050,250,440,32Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Sinusoidal cross-sectionh/L = 20three-dimensional boundary element prediction000000,010,010,010,110,90,970,930,95Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Triangular cross-sectionh = 2 cm, L = 20 cmthree-dimensional boundary element prediction000000000,010,220,210,390,47Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Triangular cross-sectionh = 4 cm, L = 20 cmthree-dimensional boundary element prediction000000,0100,010,070,750,790,930,99Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Triangular cross-sectionh = 6 cm, L = 20 cmthree-dimensional boundary element prediction00000,010,030,010,020,1610,880,471Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Triangular cross-sectionh = 8 cm, L = 20 cmthree-dimensional boundary element prediction000,010,020,020,030,020,050,180,670,260,130,57Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Triangular cross-sectionh = 10 cm, L = 20 cmthree-dimensional boundary element prediction0,010,010,020,030,050,030,030,080,140,230,060,270,23Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Triangular cross-sectionh/L = 25three-dimensional boundary element prediction0000,0100,030,010,010,110,950,990,81Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Rectangular cross-section battensh = 2 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction00000000,010,140,540,580,860,99Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Rectangular cross-section battensh = 4 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction0000,010,010,030,030,090,290,90,830,480,03Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Rectangular cross-section battensh = 6 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction000,010,030,040,050,120,170,10,560,10,10,93Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Rectangular cross-section battensh = 8 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction0,010,010,040,080,040,110,170,10,050,060,210,12Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Rectangular cross-section battensh = 10 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction0,050,040,130,060,080,140,110,050,020,30,980,220,71Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Rectangular cross-section battensh/L = 15three-dimensional boundary element prediction000000,040,010,030,440,830,960,940,44Cox & D'Antonio 3e Table C.1, PDF pages 545-546 (printed pp. 488-489)
Sinusoidal cross-sectionh = 2 cm, L = 20 cmthree-dimensional boundary element prediction000000,010,070,120,160,20,250,360,49Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Sinusoidal cross-sectionh = 4 cm, L = 20 cmthree-dimensional boundary element prediction000,010,010,010,030,160,320,470,570,680,810,87Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Sinusoidal cross-sectionh = 6 cm, L = 20 cmthree-dimensional boundary element prediction0,010,010,010,020,030,090,210,450,690,780,810,840,82Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Sinusoidal cross-sectionh = 8 cm, L = 20 cmthree-dimensional boundary element prediction0,010,020,030,050,080,120,230,490,740,710,720,780,8Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Sinusoidal cross-sectionh = 10 cm, L = 20 cmthree-dimensional boundary element prediction0,020,040,050,090,130,150,230,460,590,480,650,70,78Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Sinusoidal cross-sectionh/L = 35three-dimensional boundary element prediction0,090,080,090,110,050,10,220,480,750,790,790,810,82Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Triangular cross-sectionh = 2 cm, L = 20 cmthree-dimensional boundary element prediction000000,010,060,090,120,150,180,270,37Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Triangular cross-sectionh = 4 cm, L = 20 cmthree-dimensional boundary element prediction000,010,010,010,020,150,260,380,470,560,710,82Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Triangular cross-sectionh = 6 cm, L = 20 cmthree-dimensional boundary element prediction0,010,010,010,020,030,070,20,410,610,710,790,870,89Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Triangular cross-sectionh = 8 cm, L = 20 cmthree-dimensional boundary element prediction0,020,020,030,040,060,110,230,480,740,760,750,840,87Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Triangular cross-sectionh = 10 cm, L = 20 cmthree-dimensional boundary element prediction0,040,030,050,080,120,140,240,490,730,60,640,760,82Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Triangular cross-sectionh/L = 40three-dimensional boundary element prediction0,020,020,030,040,060,110,230,480,740,760,750,840,87Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 2 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction000000,010,080,190,320,420,470,720,82Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 4 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction0,010,010,020,020,040,10,240,470,730,820,740,650,48Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 6 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction0,020,030,040,070,120,160,290,510,70,680,40,240,56Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 8 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction0,030,040,070,130,150,190,290,440,460,390,310,630,6Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 10 cm, L = 20 cm, w = 10 cmthree-dimensional boundary element prediction0,050,080,140,180,190,210,250,320,220,370,680,640,47Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh/L = 20three-dimensional boundary element prediction0,010,010,020,020,040,10,240,470,730,820,740,650,48Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 4 cm, L = 20 cm, w → 0 cm (extremely thin)three-dimensional boundary element prediction0,010,010,010,020,030,060,150,140,120,230,210,240,22Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 4 cm, L = 20 cm, w = 5 cmthree-dimensional boundary element prediction0,010,010,010,020,040,090,220,40,410,410,60,550,41Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 4 cm, L = 20 cm, w = 10 cmThe page prints this surface twice on one page: it closes the height series of the group and opens the spacing series, with the same thirteen values both times, because it is the reference of both comparisons.three-dimensional boundary element prediction0,010,010,020,020,040,10,240,470,730,820,740,650,48Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Rectangular cross-section battensh = 4 cm, L = 20 cm, w = 15 cmthree-dimensional boundary element prediction0,010,010,010,020,030,060,20,40,690,70,60,460,36Cox & D'Antonio 3e Table C.2, PDF pages 547-548 (printed pp. 490-491)
Plane surfaces, non-absorbing, any sizeany angletwo-dimensional boundary element prediction000000000000000000Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)1 period, 0.61 m widenormaltwo-dimensional boundary element prediction00,060,090,130,20,290,380,430,450,590,780,820,80,920,890,920,940,950,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)1 period, 0.61 m wide56.9 degreestwo-dimensional boundary element prediction56,90,270,240,230,260,320,450,690,790,80,920,880,910,90,90,910,920,940,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)1 period, 0.61 m widerandomtwo-dimensional boundary element prediction0,240,210,210,250,320,430,620,730,740,820,860,880,90,910,940,950,960,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)2 periods, 1.22 m widenormaltwo-dimensional boundary element prediction00,040,050,050,040,020,110,650,870,640,560,870,790,90,890,920,930,940,91Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)2 periods, 1.22 m wide56.9 degreestwo-dimensional boundary element prediction56,90,130,120,180,40,430,710,850,930,80,710,810,870,90,890,930,920,940,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)2 periods, 1.22 m widerandomtwo-dimensional boundary element prediction0,160,160,210,320,340,520,80,930,760,670,880,870,910,910,930,940,950,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)4 periods, 2.44 m widenormaltwo-dimensional boundary element prediction00,0100,020,060,020,080,350,740,550,490,870,770,870,840,80,860,830,88Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)4 periods, 2.44 m wide56.9 degreestwo-dimensional boundary element prediction56,90,140,190,240,340,360,820,870,960,760,520,770,860,90,880,920,920,950,98Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)4 periods, 2.44 m widerandomtwo-dimensional boundary element prediction0,210,220,240,290,30,530,780,930,710,560,870,860,90,880,90,930,940,94Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)6 periods, 3.66 m widenormaltwo-dimensional boundary element prediction000,010,010,040,030,050,250,550,530,450,860,720,80,810,790,850,820,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)6 periods, 3.66 m wide56.9 degreestwo-dimensional boundary element prediction56,90,150,20,230,260,240,840,890,970,740,480,750,850,890,870,940,950,970,98Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)6 periods, 3.66 m widerandomtwo-dimensional boundary element prediction0,220,230,240,260,260,520,760,910,680,510,860,850,890,880,90,940,940,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)12 periods, 7.32 m widenormaltwo-dimensional boundary element prediction0000,010,020,020,030,130,330,480,40,860,760,840,870,830,810,870,9Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)12 periods, 7.32 m wide56.9 degreestwo-dimensional boundary element prediction56,90,160,150,10,080,120,810,890,970,710,40,740,880,930,90,940,910,930,94Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
1. Effect of changing diffuser width and periodicity, semicylinder(s) non-absorbing surfaces, radius 0.3 m (1 cm flat section between each period)12 periods, 7.32 m widerandomtwo-dimensional boundary element prediction0,230,220,210,20,190,480,730,870,640,460,860,860,890,870,890,920,920,91Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)1 cm deepnormaltwo-dimensional boundary element prediction0000000000,010,010,010,020,020,040,040,10,140,37Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)1 cm deep56.9 degreestwo-dimensional boundary element prediction56,9000000,01000,010,010,010,010,010,020,030,070,210,2Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)1 cm deeprandomtwo-dimensional boundary element prediction000000,020,010,010,020,010,020,020,030,040,060,10,130,2Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)2 cm deepnormaltwo-dimensional boundary element prediction000000000,010,030,040,050,070,090,150,170,360,470,8Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)2 cm deep56.9 degreestwo-dimensional boundary element prediction56,9000000,020,020,020,020,030,030,040,050,080,130,270,530,54Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)2 cm deeprandomtwo-dimensional boundary element prediction00000,010,050,040,040,060,050,070,080,10,150,220,330,410,53Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)5 cm deepnormaltwo-dimensional boundary element prediction00000000,010,060,20,230,330,40,510,670,770,860,840,92Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)5 cm deep56.9 degreestwo-dimensional boundary element prediction56,900000,010,120,110,110,150,160,190,240,290,390,540,850,930,94Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)5 cm deeprandomtwo-dimensional boundary element prediction000,010,010,060,160,160,180,220,250,310,380,470,590,710,80,820,85Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)10 cm deepnormaltwo-dimensional boundary element prediction0000000,010,030,260,640,710,850,820,730,80,880,860,930,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)10 cm deep56.9 degreestwo-dimensional boundary element prediction56,90000,010,050,380,350,370,460,510,560,650,720,810,920,930,940,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)10 cm deeprandomtwo-dimensional boundary element prediction0,020,040,060,090,150,310,360,440,540,640,730,780,80,840,890,910,930,94Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)20 cm deepnormaltwo-dimensional boundary element prediction00000,010,010,030,120,660,910,610,260,780,860,760,910,880,870,86Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)20 cm deep56.9 degreestwo-dimensional boundary element prediction56,90,030,040,060,090,190,750,760,880,870,810,70,720,850,920,910,960,970,98Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)20 cm deeprandomtwo-dimensional boundary element prediction0,140,160,180,20,250,470,640,870,90,760,620,80,90,870,920,930,940,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)30 cm deep (semicylinder)normaltwo-dimensional boundary element prediction000,010,010,040,030,050,250,550,530,450,860,720,80,810,790,850,820,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)30 cm deep (semicylinder)56.9 degreestwo-dimensional boundary element prediction56,90,150,20,230,260,240,840,890,970,740,480,750,850,890,870,940,950,970,98Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
2. Effect of surface depth, 6 semiellipses, non-absorbing, each width 0.6 m, total width 3.66 m (1 cm flat section between semiellipses)30 cm deep (semicylinder)randomtwo-dimensional boundary element prediction0,220,230,240,260,260,520,760,910,680,510,860,850,890,880,90,940,940,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)15 periods, 60°normaltwo-dimensional boundary element prediction00,010,010000,010,020,030,040,060,050,060,370,120,060,120,130,17Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)15 periods, 60°56.9 degreestwo-dimensional boundary element prediction56,90,490,60,680,710,580,190,180,330,250,450,230,270,680,650,950,920,930,98Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)15 periods, 60°randomtwo-dimensional boundary element prediction0,340,350,350,340,320,280,240,30,270,320,240,340,50,530,670,690,720,75Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)9 periods, 45°normaltwo-dimensional boundary element prediction000000,010,040,030,070,160,290,30,170,230,220,220,190,230,28Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)9 periods, 45°56.9 degreestwo-dimensional boundary element prediction56,90,030,040,060,070,080,20,540,950,990,750,930,970,990,990,990,9911Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)9 periods, 45°randomtwo-dimensional boundary element prediction0,150,170,190,210,230,280,370,590,80,790,690,820,830,870,890,90,90,91Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)6 periods, 30° 3.66 m widenormaltwo-dimensional boundary element prediction000000,010,020,060,360,960,980,810,990,890,970,970,9910,99Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)6 periods, 30° 3.66 m wide56.9 degreestwo-dimensional boundary element prediction56,90,010,020,020,040,180,810,760,720,70,830,90,940,9910,990,9911Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)6 periods, 30° 3.66 m widerandomtwo-dimensional boundary element prediction0,110,130,140,170,260,470,610,720,810,90,930,950,950,970,970,980,980,98Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)3 periods, 18°normaltwo-dimensional boundary element prediction000,010,010,020,170,490,660,780,90,990,980,950,990,990,990,990,990,99Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)3 periods, 18°56.9 degreestwo-dimensional boundary element prediction56,90,010,10,370,420,370,390,430,510,590,710,820,940,980,940,940,980,970,98Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
3. Triangles, non-absorbing, 3.66 m wide (0.01 cm flat section between each period)3 periods, 18°randomtwo-dimensional boundary element prediction0,070,170,310,380,410,480,560,670,780,880,930,940,970,980,990,990,990,99Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deep1 semiellipse in the middle of bafflenormaltwo-dimensional boundary element prediction00,010,020,030,090,20,220,360,40,350,220,190,270,20,190,140,180,210,3Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deep1 semiellipse in the middle of baffle56.9 degreestwo-dimensional boundary element prediction56,90,090,170,240,290,370,390,430,480,520,470,440,430,370,480,670,740,770,6Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deep1 semiellipse in the middle of bafflerandomtwo-dimensional boundary element prediction0,150,220,280,320,380,420,470,510,530,480,440,460,480,490,50,530,520,54Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deep3 semiellipses with 0.6 m flat sections betweennormaltwo-dimensional boundary element prediction000,010,030,050,260,720,880,890,70,460,530,650,630,580,510,660,680,76Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deep3 semiellipses with 0.6 m flat sections between56.9 degreestwo-dimensional boundary element prediction56,90,030,170,520,620,560,660,780,80,90,950,940,720,540,720,90,80,910,91Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
4. Semiellipses mounted on 3.63 m wide flat baffle, non-absorbing, each semiellipse 0.6 m wide, 0.2 m deep3 semiellipses with 0.6 m flat sections betweenrandomtwo-dimensional boundary element prediction0,130,220,380,50,570,670,790,850,850,760,690,750,770,750,790,850,810,78Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays3 periods, 30 cm deepnormaltwo-dimensional boundary element prediction000,030,060,160,590,950,990,950,880,710,880,890,920,790,920,930,820,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays3 periods, 30 cm deep56.9 degreestwo-dimensional boundary element prediction56,90,050,310,740,760,70,680,850,880,920,950,940,890,940,960,950,990,970,99Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays3 periods, 30 cm deeprandomtwo-dimensional boundary element prediction0,150,30,50,640,740,790,90,940,890,860,910,930,950,940,940,950,960,97Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 20 cm deepnormaltwo-dimensional boundary element prediction00000,010,020,040,140,610,810,940,80,780,680,840,60,840,780,86Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 20 cm deep56.9 degreestwo-dimensional boundary element prediction56,90,010,020,020,040,230,730,790,880,980,860,780,920,940,940,980,980,960,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 20 cm deeprandomtwo-dimensional boundary element prediction0,090,110,140,160,270,480,680,850,940,890,80,860,90,930,890,940,950,94Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 10 cm deepnormaltwo-dimensional boundary element prediction00000,010,010,020,070,150,230,30,380,820,860,80,890,730,90,89Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 10 cm deep56.9 degreestwo-dimensional boundary element prediction56,900,010,010,030,110,150,20,240,670,710,770,810,820,890,960,9710,99Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 10 cm deeprandomtwo-dimensional boundary element prediction0,010,030,040,090,150,20,250,310,50,620,730,840,890,920,950,940,950,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 5 cm deepnormaltwo-dimensional boundary element prediction00000000,010,020,030,040,130,490,620,80,90,930,90,91Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 5 cm deep56.9 degreestwo-dimensional boundary element prediction56,90000,010,010,020,020,040,310,390,420,420,430,520,690,810,930,95Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
5. Optimized curved surfaces, 3.6 m wide, modulated arrays6 periods, 5 cm deeprandomtwo-dimensional boundary element prediction00,010,010,020,050,060,060,120,290,360,430,50,580,70,820,880,910,92Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideN = 7 QRD, 6 periods, 0.2 m deepnormaltwo-dimensional boundary element prediction000,010,020,050,080,070,040,350,510,670,570,520,440,730,850,390,710,86Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideN = 7 QRD, 6 periods, 0.2 m deep56.9 degreestwo-dimensional boundary element prediction56,90,040,060,120,260,410,170,160,710,750,840,710,510,740,910,830,790,670,93Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideN = 7 QRD, 6 periods, 0.2 m deeprandomtwo-dimensional boundary element prediction0,120,150,190,270,360,30,250,690,780,720,690,510,660,860,820,690,70,88Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, modulated array, 6 periods, 8 wells/period, 0.17 m deepnormaltwo-dimensional boundary element prediction000,010,020,040,20,210,270,650,780,80,850,860,950,920,950,820,880,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, modulated array, 6 periods, 8 wells/period, 0.17 m deep56.9 degreestwo-dimensional boundary element prediction56,90,030,070,110,220,40,430,550,580,760,90,740,890,950,960,940,960,960,97Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, modulated array, 6 periods, 8 wells/period, 0.17 m deeprandomtwo-dimensional boundary element prediction0,090,140,180,250,360,480,550,680,820,890,830,870,930,940,930,90,910,94Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideN = 7 PRD, 6 periods, 6 wells/period, 0.2 m deepnormaltwo-dimensional boundary element prediction000,010,020,050,040,140,190,140,320,810,650,690,880,880,970,980,970,42Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideN = 7 PRD, 6 periods, 6 wells/period, 0.2 m deep56.9 degreestwo-dimensional boundary element prediction56,90,040,090,180,380,410,470,660,590,610,830,960,930,880,940,920,890,950,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideN = 7 PRD, 6 periods, 6 wells/period, 0.2 m deeprandomtwo-dimensional boundary element prediction0,110,150,20,290,340,470,520,520,620,880,850,820,880,920,920,90,930,75Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideDiffractal, 1 period, 3 orders of size, N = 7, 0.5 m deepnormaltwo-dimensional boundary element prediction00,160,450,280,390,70,850,870,830,730,790,890,860,960,960,890,840,910,9Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideDiffractal, 1 period, 3 orders of size, N = 7, 0.5 m deep56.9 degreestwo-dimensional boundary element prediction56,90,30,740,760,630,670,640,840,70,770,870,920,770,890,930,920,950,890,96Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideDiffractal, 1 period, 3 orders of size, N = 7, 0.5 m deeprandomtwo-dimensional boundary element prediction0,330,560,660,610,720,80,880,80,780,850,910,80,910,920,910,910,90,91Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, 6 period modulated array, 12 wells/period, 0.17 m deepnormaltwo-dimensional boundary element prediction000,010,010,030,140,20,50,780,820,840,920,810,890,870,840,920,920,94Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, 6 period modulated array, 12 wells/period, 0.17 m deep56.9 degreestwo-dimensional boundary element prediction56,90,040,080,130,240,50,70,670,90,920,920,950,880,910,960,970,990,980,98Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)
7. Schroeder diffusers, 3.6 m wideOptimized diffuser, 6 period modulated array, 12 wells/period, 0.17 m deeprandomtwo-dimensional boundary element prediction0,140,170,210,270,40,610,690,90,90,910,920,870,870,90,910,930,940,94Cox & D'Antonio 3e Table C.3, PDF pages 549-552 (printed pp. 492-495)

The effective flow resistivity every outdoor propagation model asks the ground for, which nobody measures on site. It is not the flow resistivity of the soil: it is the one number that makes a rigid-framed ground model reproduce a measured attenuation, so it carries the model it was fitted with, and the same grass fitted three ways is three rows. Eight of these rows are not measured ground at all but the classes A to H the models define, with the ground factor ISO 9613-2 and NMPB-2008 each take. Cox prints six of his porosities in per cent, from 26.9 to 58.1, in a column that states no unit and prints a fraction on every other row. A porosity of 36.5 is not a porosity, and the page does not say it is a per cent, so those six cells are empty, and the note on each quotes the figure the page prints.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

SurfaceEffective flow resistivitykPa·s/m²PorosityWater content%Porosity decay1/mISO 9613-2 ground factorNMPB-2008 ground factorSource
Dry snow, newly fallen 0.1 m over about 0.4 m older snow10 to 30Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Sugar snow25 to 50Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Soft forest floor with blueberry greens and moss40Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Forest floor covered by weeds63 to 100Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Pine or hemlock forest floor20 to 80Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Soft forest floor covered with pine needles160Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Sandy forest floor630 to 2 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Dense shrubbery, 20 cm high100Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Soil and bark, sparse vegetation100Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Peat or turf area, homogeneous organic material100Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Soil covered with leaves and twigs160 to 250Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Soil mixed with sawdust250Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Relatively dense soil sparsely covered by grass and other low greens630Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Short grass, green moss and blueberry greens40Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Rough grassland and pasture100 to 300Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Grass, soccer field630 to 2 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Lawn, moderately stepped on160 to 250Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Lawn, seldom stepped on250Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Lawn250 to 400Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Agricultural field160 to 250Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Hard soil400 to 2 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Soil, exposed and rain packed4 000 to 8 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Wet, sandy loam1 500Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Moistened sand500Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Bare sandy plain250 to 500Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Dry sand60 to 140Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Sandy silt, hard packed by vehicles800 to 2 500Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Quarry dust, hard packed by vehicles5 000 to 20 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Mixed paving stones and grass630 to 2 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Old gravel field with sparse vegetation2 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Gravel road, stones and dust2 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Gravel parking lot630 to 2 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Asphalt sealed by dust and light use30 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Concrete20 000Bies 5e Table 5.1, PDF page 256 (printed p. 227)
Very soft (snow or moss)12,511Bies 5e Table 5.2, PDF page 257 (printed p. 228)
Soft forest floor31,511Bies 5e Table 5.2, PDF page 257 (printed p. 228)
Uncompacted, loose ground8011Bies 5e Table 5.2, PDF page 257 (printed p. 228)
Normal uncompacted ground (pastures, forest floors)Description wrapped over two printed lines: "Normal uncompacted ground" / "(pastures, forest floors)".20011Bies 5e Table 5.2, PDF page 257 (printed p. 228)
Compacted fields, lawns and gravel50000,7Bies 5e Table 5.2, PDF page 257 (printed p. 228)
Compacted dense ground (gravel road, parking lot)Description wrapped over two printed lines: "Compacted dense ground" / "(gravel road, parking lot)".2 00000,3Bies 5e Table 5.2, PDF page 257 (printed p. 228)
Asphalt, concrete20 00000Bies 5e Table 5.2, PDF page 257 (printed p. 228)
WaterClass H is water, not a ground surface in the porous sense; the page still gives it a representative flow resistivity, 200000 kPa s/m2, which is an acoustically hard limit rather than a measured value.200 00000Bies 5e Table 5.2, PDF page 257 (printed p. 228)
SnowDry snow, newly fallen 0.1 m over about 0.4 m older snowName wrapped over two printed lines. Water content, porosity and porosity decay cells all print a dash.10 to 30Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SnowSnowThe water content and porosity decay cells are blank, not dashed.5 to 160,5 to 0,9Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SnowSugar snowWater content, porosity and porosity decay cells all print a dash.25 to 50Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SnowSnow (new)Water content cell prints a dash.1 to 100,64 to 0,880 to 3Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SnowSnow (old crusted)Water content cell prints a dash.8 to 300,50 to 100Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SnowSnow (Great Himalaya snowpack)The water content and porosity decay cells are blank, not dashed.1 to 230,52 to 0,89Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
Forests and cropsIn forest, pine, or hemlockWater content, porosity and porosity decay cells all print a dash.20 to 80Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
Forests and cropsForest floorFlow resistivity printed "7 × 10^3–20 × 10^4", the two ends written with different exponents. Water content cell prints a dash.7 to 2000,4 to 0,80 to 40Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
Forests and cropsMineral layer beneath mixed deciduous forestFlow resistivity printed "(540 ± 92) × 10^3". Name wrapped over two printed lines. Porosity decay cell prints a dash. The Porosity column prints this value as a number far above 1 while every other row of the column prints a fraction; on the page it is plainly a percentage, but the page does not say so, and the cell is held as misprinted (docs/ERRATA.md).540 ± 9215Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
Forests and cropsHumus on pine forest floorFlow resistivity printed "(230 ± 220) × 10^3"; the stated uncertainty is almost as large as the value. Porosity decay cell prints a dash. The Porosity column prints this value as a number far above 1 while every other row of the column prints a fraction; on the page it is plainly a percentage, but the page does not say so, and the cell is held as misprinted (docs/ERRATA.md).230 ± 22016,1Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
Forests and cropsLitter layer on mixed deciduous forest floor (2–5 cm thick)Flow resistivity printed "(30 ± 30) × 10^3"; the stated uncertainty equals the value. Name wrapped over two printed lines, the en dash of "2–5 cm" as printed. Water content, porosity and porosity decay cells all print a dash.30 ± 30Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
Forests and cropsPine forest litter (6–7 cm thick)Flow resistivity printed "(9 ± 5) × 10^3"; the en dash of "6–7 cm" as printed. Porosity decay cell prints a dash. The Porosity column prints this value as a number far above 1 while every other row of the column prints a fraction; on the page it is plainly a percentage, but the page does not say so, and the cell is held as misprinted (docs/ERRATA.md).9 ± 528,6Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
Forests and cropsTall cropsWater content and porosity cells print a dash.40 to 500Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassSports fieldFitted using Delany and Bazley modelFirst of three fitted values printed for this surface, marked [a]. The porosity cell, "0.24", and the porosity decay cell, "−270", are printed once for the surface, on this line, and carry no fit marker. The water content cell is blank.1 4000,24-270Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassSports fieldFitted using semi-phenomenological modelSecond of three fitted values printed for this surface, marked [b]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.510Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassSports fieldFitted using variable porosity modelThird of three fitted values printed for this surface, marked [c]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.990Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassLawnFitted using Delany and Bazley modelFirst of three fitted values printed for this surface, marked [a]. The porosity cell is printed "0.34–1 [b]": the range itself carries the marker [b] = Fitted using semi-phenomenological model. The porosity decay cell, printed "−76 to 47", carries no marker. Both are printed once for the surface, on this line. The water content cell is blank.120 to 7500,34 to 1-76 to 47Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassLawnFitted using semi-phenomenological modelSecond of three fitted values printed for this surface, marked [b]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.120 to 310Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassLawnFitted using variable porosity modelThird of three fitted values printed for this surface, marked [c]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.39 to 370Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassLong grassFitted using Delany and Bazley modelFirst of three fitted values printed for this surface, marked [a]. The porosity cell is printed "0.38–1 [b]": the range itself carries the marker [b] = Fitted using semi-phenomenological model. The porosity decay cell, printed "−9 to 48", carries no marker. Both are printed once for the surface, on this line. The water content cell is blank.47 to 1800,38 to 1-9 to 48Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassLong grassFitted using semi-phenomenological modelSecond of three fitted values printed for this surface, marked [b]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.37 to 85Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassLong grassFitted using variable porosity modelThird of three fitted values printed for this surface, marked [c]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.140 to 800Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassGrasslandTwo flow resistivity ranges are printed on two lines for this one surface, "7 × 10^4–8.5 × 10^5" and "1 × 10^5–2.4 × 10^5", with no fit markers and nothing to pair them with, so both go to reported. Water content cell prints a dash.70 to 850, 100 to 2400,3 to 0,70 to 250Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassPastureFitted using Delany and Bazley modelFirst of three fitted values printed for this surface, marked [a]. The porosity cell is printed "0.2–1 [b]": the range itself carries the marker [b] = Fitted using semi-phenomenological model. The porosity decay cell, printed "−400 to 80", carries no marker. Both are printed once for the surface, on this line. The water content cell prints a dash.110 to 1 1000,2 to 1-400 to 80Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassPastureFitted using semi-phenomenological modelSecond of three fitted values printed for this surface, marked [b]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.100 to 950Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassPastureFitted using variable porosity modelThird of three fitted values printed for this surface, marked [c]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.25 to 820Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassGrass, rough pasture, airport, public buildings, etc.Flow resistivity printed "15 × 10^4–30 × 10^4". Name wrapped over two printed lines. Water content, porosity and porosity decay cells all print a dash.150 to 300Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
GrassGrass root layer in loamy sandFlow resistivity printed "(150 ± 90) × 10^3" and porosity printed "48 ± 4", the only porosity cell in the table with a stated uncertainty. Water content and porosity decay cells print a dash. The Porosity column prints this value as a number far above 1 while every other row of the column prints a fraction; on the page it is plainly a percentage, but the page does not say so, and the cell is held as misprinted (docs/ERRATA.md).150 ± 90Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthEarth, exposed and rain-packedWater content, porosity and porosity decay cells all print a dash.4 000 to 8 000Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthBare earthFitted using Delany and Bazley modelFirst of three fitted values printed for this surface, marked [a]. The porosity cell is printed "0.4 [b]": the value itself carries the marker [b] = Fitted using semi-phenomenological model. The porosity decay cell, printed "−49", carries no marker. Both are printed once for the surface, on this line. The water content cell is blank.6700,4-49Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthBare earthFitted using semi-phenomenological modelSecond of three fitted values printed for this surface, marked [b]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.390Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthBare earthFitted using variable porosity modelThird of three fitted values printed for this surface, marked [c]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.370Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthLoose sand or dry cultivated soilWater content cell prints a dash.30 to 3100,36 to 0,520 to 10Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthSandy silt, hard packed by vehiclesLast row of the table on the first printed page (folio 200, which ends with "(Continued)"). Water content, porosity and porosity decay cells all print a dash.800 to 2 500Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthArableFitted using Delany and Bazley modelFirst row of the continuation page (folio 201); the group heading Earth is not repeated there, so the group is carried over from the first page. First of three fitted values printed for this surface, marked [a]. The porosity cell is printed "0.15–1 [b]": the range itself carries the marker [b] = Fitted using semi-phenomenological model. The porosity decay cell, printed "−490 to 81", carries no marker. Both are printed once for the surface, on this line. The water content cell is blank.93 to 1 9000,15 to 1-490 to 81Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthArableFitted using semi-phenomenological modelSecond of three fitted values printed for this surface, marked [b]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.75 to 1 600Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthArableFitted using variable porosity modelThird of three fitted values printed for this surface, marked [c]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.22 to 1 700Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthCultivated soilThe water content and porosity decay cells are blank, not dashed.100 to 2 0000,4 to 0,6Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthWet and compacted soilWater content and porosity cells print a dash.40 000-200 to 0Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthHeathFitted using semi-phenomenological modelFirst of three fitted values printed for this surface. TWO defects on the printed line, both transcribed as printed and neither repaired: (1) the low end of the range is printed "1.7.3 × 10^5", with two decimal points, which is not a readable number, so the whole flow resistivity cell goes to unquantified rather than being guessed at; (2) the fit marker is printed [b], not [a], although every other surface with three fitted lines in this table is marked [a], [b], [c] in that order and the line below is also marked [b]. The porosity cell is printed "0.71–1 [b]": the range itself carries the marker [b] = Fitted using semi-phenomenological model. The porosity decay cell, printed "17–33", carries no marker. Both are printed once for the surface, on this line. The water content cell is blank.1.7.3 × 10⁵ – 3.2 × 10⁵0,71 to 117 to 33Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthHeathFitted using semi-phenomenological modelSecond of three fitted values printed for this surface, marked [b]. The line above is marked [b] as well; see that row. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.180 to 260Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
EarthHeathFitted using variable porosity modelThird of three fitted values printed for this surface, marked [c]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.51 to 110Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
RockRoadside dirt, ill-defined, small rocks up to 0.1 m meshFlow resistivity printed "30 × 10^4–80 × 10^4". Name wrapped over two printed lines. Water content, porosity and porosity decay cells all print a dash.300 to 800Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
RockClean limestone chops, thick layer (1–2.5 cm mesh)The word "Clean" is printed in italic, the rest of the name upright. Name wrapped over two printed lines. Water content, porosity and porosity decay cells all print a dash.1 000 to 4 000Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
RockOld dirt roadway, fine stones (5 cm mesh) interstices filledName wrapped over two printed lines. Water content, porosity and porosity decay cells all print a dash.2 000 to 4 000Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
RockGravelFlow resistivity printed "1.5 × 10^3–59 × 10^3". Water content and porosity decay cells print a dash.1,5 to 590,3 to 0,4Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
OtherQuarry dust fine, very hard-packed by vehiclesFlow resistivity printed "5 × 10^6–20 × 10^6". Name wrapped over two printed lines. Water content, porosity and porosity decay cells all print a dash.5 000 to 20 000Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
OtherAsphalt, sealed by dust and light useFlow resistivity printed "≈3 × 10^7" with a printed approximately-equal sign, the only approximate cell in the table. Water content, porosity and porosity decay cells all print a dash.30 000Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
OtherPorous asphalt, newFlow resistivity printed "2 × 10^3–15 × 10^3". Water content and porosity decay cells print a dash.2 to 150,15 to 0,3Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
OtherUrbanFitted using Delany and Bazley modelFirst of three fitted values printed for this surface, marked [a]. The porosity cell is printed "0.61–1 [b]": the range itself carries the marker [b] = Fitted using semi-phenomenological model. The porosity decay cell, printed "0–25", carries no marker. Both are printed once for the surface, on this line. The water content cell prints a dash.41 to 670,61 to 10 to 25Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
OtherUrbanFitted using semi-phenomenological modelSecond of three fitted values printed for this surface, marked [b]; it is a single value where the other two lines are ranges. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.35Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
OtherUrbanFitted using variable porosity modelThird of three fitted values printed for this surface, marked [c]. Water content, porosity and porosity decay are printed once for this surface, on the line of the first fitted value; see that row.21 to 67Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandCoarse sand, pore size 98 μmwater content 0 %First of four. One of four lines printed under this one surface name, one per water content; the water content is the only thing that distinguishes them. Porosity cell prints a dash.500-14Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandCoarse sand, pore size 98 μmwater content 11 %Second of four. One of four lines printed under this one surface name, one per water content; the water content is the only thing that distinguishes them. Porosity cell prints a dash.10011-82Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandCoarse sand, pore size 98 μmwater content 51 %Third of four. One of four lines printed under this one surface name, one per water content; the water content is the only thing that distinguishes them. Porosity cell prints a dash.47051-141Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandCoarse sand, pore size 98 μmwater content 95 %Fourth of four. One of four lines printed under this one surface name, one per water content; the water content is the only thing that distinguishes them. Porosity cell prints a dash. The flow resistivity falls back at the highest water content, below the 51 % and 11 % lines.90951 290Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandFine sandWater content and porosity decay cells print a dash. Printed name is "Fine sand" with no pore size, distinct from the "Fine sand, pore size 65 μm" block below it.3100,44Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandFine sand, pore size 65 μmwater content 0 %First of four. One of four lines printed under this one surface name, one per water content; the water content is the only thing that distinguishes them. Porosity cell prints a dash.1500-28Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandFine sand, pore size 65 μmwater content 15 %Second of four. One of four lines printed under this one surface name, one per water content; the water content is the only thing that distinguishes them. Porosity cell prints a dash.14015130Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandFine sand, pore size 65 μmwater content 48 %Third of four. One of four lines printed under this one surface name, one per water content; the water content is the only thing that distinguishes them. Porosity cell prints a dash.15048620Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandFine sand, pore size 65 μmwater content 95 %Fourth of four. One of four lines printed under this one surface name, one per water content; the water content is the only thing that distinguishes them. Porosity cell prints a dash.41951 130Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandLoamy sandFlow resistivity printed "(420 ± 17) × 10^3". Porosity decay cell prints a dash. The Porosity column prints this value as a number far above 1 while every other row of the column prints a fraction; on the page it is plainly a percentage, but the page does not say so, and the cell is held as misprinted (docs/ERRATA.md).420 ± 1711,2Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)
SandBare sandy plainFlow resistivity printed "(370 ± 110) × 10^3". Last row of the table. Porosity decay cell prints a dash. The Porosity column prints this value as a number far above 1 while every other row of the column prints a fraction; on the page it is plainly a percentage, but the page does not say so, and the cell is held as misprinted (docs/ERRATA.md).370 ± 1109,3Cox & D'Antonio 3e Table 6.7, PDF pages 257-258 (printed pp. 200-201)

A gas table prints something a fluid table does not. Not a density and a speed of sound, which a gas only has once a temperature and a pressure are named, but the molar mass and the ratio of specific heats, which between them close the ideal-gas state at any temperature and pressure. fluids.PUBLISHED_GASES holds those two columns, and Gas.ideal_state walks from them to the ideal-gas state at whichever temperature and pressure is asked for, carrying the page along with the number. What that closure is worth, and where a heavy molecule starts to leave it, is stated in fluids.IDEAL_GAS_VALIDITY. Air is in both tables below, because both books print it, and they do not print quite the same pair for it.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

GasMolar masskg/molRatio of specific heatsSource
Acetylene0,026041,3Bies 5e Table C.2, PDF page 751 (printed p. 722)
Air0,028971,4Bies 5e Table C.2, PDF page 751 (printed p. 722)
Ammonia1,32Bies 5e Table C.2, PDF page 751 (printed p. 722)
Argon0,039951,67Bies 5e Table C.2, PDF page 751 (printed p. 722)
Benzene0,078111,12Bies 5e Table C.2, PDF page 751 (printed p. 722)
Isobutane0,058121,1Bies 5e Table C.2, PDF page 751 (printed p. 722)
n-Butane0,058121,11Bies 5e Table C.2, PDF page 751 (printed p. 722)
Isobutylene0,056111,11Bies 5e Table C.2, PDF page 751 (printed p. 722)
Carbon dioxide0,044011,3Bies 5e Table C.2, PDF page 751 (printed p. 722)
Carbon monoxide0,028011,4Bies 5e Table C.2, PDF page 751 (printed p. 722)
Chlorine0,070911,31Bies 5e Table C.2, PDF page 751 (printed p. 722)
Ethane0,030071,22Bies 5e Table C.2, PDF page 751 (printed p. 722)
Ethylene0,028051,22Bies 5e Table C.2, PDF page 751 (printed p. 722)
Fluorine1,36Bies 5e Table C.2, PDF page 751 (printed p. 722)
Freon 110,137371,14Bies 5e Table C.2, PDF page 751 (printed p. 722)
Freon 120,120911,13Bies 5e Table C.2, PDF page 751 (printed p. 722)
Freon 130,104461,14Bies 5e Table C.2, PDF page 751 (printed p. 722)
Freon 221,18Bies 5e Table C.2, PDF page 751 (printed p. 722)
Helium0,0041,66Bies 5e Table C.2, PDF page 751 (printed p. 722)
n-Heptane0,10021,05Bies 5e Table C.2, PDF page 751 (printed p. 722)
Hydrogen0,002021,41Bies 5e Table C.2, PDF page 751 (printed p. 722)
Hydrogen chloride0,036461,41Bies 5e Table C.2, PDF page 751 (printed p. 722)
Hydrogen fluoride0,02001Bies 5e Table C.2, PDF page 751 (printed p. 722)
Methane0,016041,32Bies 5e Table C.2, PDF page 751 (printed p. 722)
Methyl chloride0,050491,24Bies 5e Table C.2, PDF page 751 (printed p. 722)
Natural gas (representative)0,017741,27Bies 5e Table C.2, PDF page 751 (printed p. 722)
Neon0,020181,64Bies 5e Table C.2, PDF page 751 (printed p. 722)
Nitric oxide1,4Bies 5e Table C.2, PDF page 751 (printed p. 722)
Nitrogen0,028011,4Bies 5e Table C.2, PDF page 751 (printed p. 722)
Octane0,11423Bies 5e Table C.2, PDF page 751 (printed p. 722)
Oxygen0,0321,4Bies 5e Table C.2, PDF page 751 (printed p. 722)
Pentane0,072151,06Bies 5e Table C.2, PDF page 751 (printed p. 722)
Propane0,04411,15Bies 5e Table C.2, PDF page 751 (printed p. 722)
Propylene0,042081,14Bies 5e Table C.2, PDF page 751 (printed p. 722)
Saturated steam0,018021,25 to 1,32Bies 5e Table C.2, PDF page 751 (printed p. 722)
Sulphur dioxide0,064061,26Bies 5e Table C.2, PDF page 751 (printed p. 722)
Superheated steam0,018021,315Bies 5e Table C.2, PDF page 751 (printed p. 722)
Air (dry)0,028951,41Hopkins (2007) Table A1, PDF page 634 (printed p. 607)
Argon0,041,67Hopkins (2007) Table A1, PDF page 634 (printed p. 607)
Carbon dioxide0,0441,33Hopkins (2007) Table A1, PDF page 634 (printed p. 607)
Nitrogen0,0281,41Hopkins (2007) Table A1, PDF page 634 (printed p. 607)
Oxygen0,0321,41Hopkins (2007) Table A1, PDF page 634 (printed p. 607)
Sulphur hexafluoride0,1461,33Hopkins (2007) Table A1, PDF page 634 (printed p. 607)

Every named fluid state this library carries. The twenty-one read from a page are in fluids.PUBLISHED_FLUIDS: three from Bies and eighteen liquids and gases from Norton & Karczub, each at the temperature its page states and with the ratio of specific heats where the page prints one. The four airs below them sit elsewhere in the tree, each beside the model or the standard that fixes it, and they disagree because each is the air its own document assumes.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

StateConditionsSpeed of soundm/sDensitykg/m³ViscosityµPa·sHeat capacity ratioWhat fixes it
Air20 °C, 101 325 Pa3431,206Air as printed in Bies 5e Table C.1, PDF page 746 (printed p. 717)
Fresh water20 °C, 101 325 Pa1 497998Fresh water as printed in Bies 5e Table C.1, PDF page 746 (printed p. 717)
Sea water13 °C, 101 325 Pa1 5301 025Sea water as printed in Bies 5e Table C.1, PDF page 746 (printed p. 717)
Castor oil20 °C, 101 325 Pa1 540950Castor oil as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Ethyl alcohol20 °C, 101 325 Pa1 150790Ethyl alcohol as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Fresh water20 °C, 101 325 Pa1 4839981,004Fresh water as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Fresh water13 °C, 101 325 Pa1 4419981,004Fresh water as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Glycerin20 °C, 101 325 Pa1 9801 260Glycerin as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Mercury20 °C, 101 325 Pa1 45013 6001,13Mercury as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Petrol20 °C, 101 325 Pa1 390680Petrol as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Sea water13 °C, 101 325 Pa1 5001 0261,01Sea water as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Turpentine20 °C, 101 325 Pa1 2508701,27Turpentine as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Air0 °C, 101 325 Pa3321,2931,402Air as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Air20 °C, 101 325 Pa3431,211,402Air as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Carbon dioxide20 °C, 101 325 Pa2671,841,4Carbon dioxide as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Hydrogen0 °C, 101 325 Pa1 2700,0841,41Hydrogen as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Hydrogen20 °C, 101 325 Pa1 3300,0841,41Hydrogen as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Nitrogen20 °C, 101 325 Pa3491,171,4Nitrogen as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Oxygen0 °C, 101 325 Pa3171,431,4Oxygen as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Oxygen20 °C, 101 325 Pa3261,431,4Oxygen as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Steam100 °C, 101 325 Pa4050,61,324Steam as printed in Norton & Karczub 2e Appendix 4 B and C, PDF page 626 (printed p. 606)
Air23 °C, 101 325 Pa345,866521,18608481,4007573IEC 61094-2:2009 Annex F (CIPM-2007) at the ISO 9053-2:2020 Annex A.3 reference state
Air20 °C, 101 325 Pa3401,29EN/ISO 12354 Annex A speed of sound with the Annex B air density
Air20 °C, 101 325 Pa3431,20518,41,4Johnson-Champoux-Allard published constants (dry air at 20 degC)
Air20 °C, 101 325 Pa3431,2air at room conditions, the acoustic solver's default medium

How far a liquid departs from linear acoustics at a finite amplitude: the second-order term of its adiabatic equation of state against the first, which sets how fast a wave steepens towards a shock and how strongly two beams mix. A hundred and sixty-four published values from the four tables of one handbook chapter, water first, at up to 50 MPa and 100 °C, then organic liquids, liquid metals and liquefied gases. Each row is one measurement with the paper it comes from, spelled out from the chapter’s reference list, and the plus-or-minus where the page prints one. Several substances are measured by several papers and the values do not agree: at 30 °C the page prints four values for water between 5.18 and 5.38, and toluene is 5.6 at 20 °C by one paper and 8.929 at 30 °C by another. The choice between them is the reader’s.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

SubstanceB/ATemperature°CStatic pressureMPaYearSource
Water4,201974Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5201974Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water4,985 ± 0,063201989Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,11 ± 0,2251983Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,1261989Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,31301985Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,18 ± 0,033301991Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,28 ± 0,021301989Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,38 ± 0,1230Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,4401974Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,54 ± 0,1240Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,69 ± 0,1350Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,7601974Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,82 ± 0,1360Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,98 ± 0,1370Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water6,1801974Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water6,06 ± 0,1380Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water6,11001974Rossing (2014) Table 8.1, PDF page 284 (printed p. 268)
Water5,38 ± 0,12300,1Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,54 ± 0,12400,1Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,69 ± 0,13500,1Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,82 ± 0,13600,1Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,98 ± 0,13700,1Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,06 ± 0,13800,1Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,46 ± 0,12305Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,59 ± 0,12405Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,76 ± 0,13505Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,87 ± 0,13605Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,04 ± 0,13705Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,07 ± 0,13805Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,03 ± 0,13905Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,05 ± 0,131005Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,55 ± 0,123010Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,62 ± 0,124010Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,78 ± 0,135010Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,94 ± 0,136010Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,03 ± 0,137010Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,11 ± 0,138010Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,06 ± 0,139010Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,01 ± 0,1310010Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,57 ± 0,123015Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,66 ± 0,124015Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,83 ± 0,135015Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,96 ± 0,136015Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,07 ± 0,137015Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,09 ± 0,138015Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,11 ± 0,139015Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,08 ± 0,1310015Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,61 ± 0,123020Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,68 ± 0,134020Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,81 ± 0,135020Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,98 ± 0,136020Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,1 ± 0,137020Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,14 ± 0,148020Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,12 ± 0,139020Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,06 ± 0,1310020Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,63 ± 0,123030Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,7 ± 0,134030Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,84 ± 0,135030Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,95 ± 0,136030Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,07 ± 0,137030Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,16 ± 0,148030Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,09 ± 0,139030Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,08 ± 0,1310030Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,73 ± 0,133040Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,77 ± 0,134040Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,86 ± 0,135040Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,02 ± 0,136040Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,11 ± 0,137040Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,14 ± 0,148040Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,16 ± 0,149040Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,14 ± 0,1410040Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,82 ± 0,133050Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,84 ± 0,134050Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water5,93 ± 0,135050Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,04 ± 0,136050Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,13 ± 0,137050Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,16 ± 0,148050Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,12 ± 0,139050Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
Water6,09 ± 0,1310050Rossing (2014) Table 8.2, PDF page 284 (printed p. 268)
1,2-DHCP11,830Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
1-Propanol9,520Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
1-Butanol9,820Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
1-PentanolThe page prints this row twice, one line under the other, with the same temperature, value and reference; it is one measurement and is held once. The repetition is registered in docs/ERRATA.md.1020Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
1-Hexanol10,220Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
1-Heptanol10,620Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
1-Octanol10,720Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
1-Nonanol10,820Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
1-Decanol10,720Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Acetone9,2320Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Acetone820Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Acetone9,5140Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Benzene920Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Benzene8,420Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Benzene6,525Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Benzene8,540Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Benzyl alcohol10,1930Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Benzyl alcohol9,9750Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Carbon bisulfide6,410Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Carbon bisulfide6,225Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Carbon bisulfide6,140Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Carbon tetrachloride8,110Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Carbon tetrachloride8,725Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Carbon tetrachloride7,85 ± 0,3125Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Carbon tetrachloride9,340Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Chlorobenzene9,3330Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Chloroform8,225Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Cyclohexane10,130Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Diethylamine10,330Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethanol10,420Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethanol10,5220Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethanol9,320Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethanol10,640Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethylene glycol9,88 ± 0,425Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethylene glycol9,626Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethylene glycol9,730Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethylene glycol9,9330Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethylene glycol9,88 ± 0,03530Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Ethyl formate9,830Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Heptane1030Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Heptane10,0540Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Hexane9,81 ± 0,3925Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Hexane9,930Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Hexane10,3940Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Methanol8,620Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Methanol9,4220Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Methanol9,6430Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Methyl acetate9,730Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Methyl iodide8,230Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Nitrobenzene9,930Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
n-Butanol10,710Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
n-Butanol10,6920Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
n-Butanol10,7540Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
n-Propanol10,470Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
n-Propanol10,6920Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
n-Propanol10,7340Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Octane9,7540Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Pentane9,8730Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Toluene5,620Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Toluene7,925Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Toluene8,92930Rossing (2014) Table 8.3, PDF page 285 (printed p. 269)
Liquid metalsBismuth7,1318Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid metalsIndium4,6160Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid metalsMercury7,830Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid metalsPotassium2,9100Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid metalsSodium2,7110Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid metalsTin4,4240Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesArgon5,01-187,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesArgonThe caption says atmospheric pressure, and argon boils at -185.85 °C at one atmosphere, so at -183.15 °C it is liquid only under a higher pressure the page does not print; the reference, [8.74], measured B/A in liquefied gases as a function of temperature and pressure. The value is served as printed and the caption's condition is registered in docs/ERRATA.md.5,67-183,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesHelium4,5-271,38Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesHydrogen5,59-259,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesHydrogen6,87-257,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesHydrogen7,64-255,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesHydrogen7,79-253,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesMethane17,95-163,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesMethaneThe caption says atmospheric pressure, and methane boils at -161.49 °C at one atmosphere, so at -153.15 °C it is liquid only under a higher pressure the page does not print; the reference, [8.74], measured B/A in liquefied gases as a function of temperature and pressure. The value is served as printed and the caption's condition is registered in docs/ERRATA.md.10,31-153,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesMethaneThe caption says atmospheric pressure, and methane boils at -161.49 °C at one atmosphere, so at -143.15 °C it is liquid only under a higher pressure the page does not print; the reference, [8.74], measured B/A in liquefied gases as a function of temperature and pressure. The value is served as printed and the caption's condition is registered in docs/ERRATA.md.6,54-143,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesMethaneThe caption says atmospheric pressure, and methane boils at -161.49 °C at one atmosphere, so at -138.15 °C it is liquid only under a higher pressure the page does not print; the reference, [8.74], measured B/A in liquefied gases as a function of temperature and pressure. The value is served as printed and the caption's condition is registered in docs/ERRATA.md.5,41-138,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesNitrogen7,7-203,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesNitrogen6,6-195,76Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesNitrogenThe caption says atmospheric pressure, and nitrogen boils at -195.79 °C at one atmosphere, so at -193.15 °C it is liquid only under a higher pressure the page does not print; the reference, [8.74], measured B/A in liquefied gases as a function of temperature and pressure. The value is served as printed and the caption's condition is registered in docs/ERRATA.md.8,03-193,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Liquid gasesNitrogenThe caption says atmospheric pressure, and nitrogen boils at -195.79 °C at one atmosphere, so at -183.15 °C it is liquid only under a higher pressure the page does not print; the reference, [8.74], measured B/A in liquefied gases as a function of temperature and pressure. The value is served as printed and the caption's condition is registered in docs/ERRATA.md.9-183,15Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Other substancesSea water (3.5% NaCl)5,2520Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)
Other substancesSulfur9,5121Rossing (2014) Table 8.4, PDF page 285 (printed p. 269)

The solid counterpart of the table above: the ultrasonic nonlinearity parameter β of eight solids at room temperature, each averaged over the three directions a longitudinal wave can travel purely in a cubic crystal. Five rows are crystal structures or bonding classes rather than materials, and only sodium chloride, fused silica and a ceramic superconductor are named. The page’s β is B/A + 2 for a liquid, not B/A, so water’s B/A of about 5 sits at about 7 on this scale. Fused silica is the one negative value, and it is printed so.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

Material or structureBondingβ (averaged)Source
ZincblendeCovalent2,2Rossing (2014) Table 6.5, PDF page 261 (printed p. 244)
FlouritePrinted "Flourite", the fluorite structure of CaF2; the name is kept as printed and the spelling is registered in docs/ERRATA.md.Ionic3,8Rossing (2014) Table 6.5, PDF page 261 (printed p. 244)
FCCMetallic5,6Rossing (2014) Table 6.5, PDF page 261 (printed p. 244)
FCC (inert gas)van der Waals6,4Rossing (2014) Table 6.5, PDF page 261 (printed p. 244)
BCCMetallic8,2Rossing (2014) Table 6.5, PDF page 261 (printed p. 244)
NaClIonic14,6Rossing (2014) Table 6.5, PDF page 261 (printed p. 244)
Fused silicaThe only negative value of the table, and printed with its minus sign: by the page's definition beta = -(3 + K3/K2), a negative beta means K3/K2 is above -3, the opposite of the crystals. The prose beside the table gives the range as 2 to 15 for cubic crystals, and fused silica, an isotropic glass, is not one.Isotropic-3,4Rossing (2014) Table 6.5, PDF page 261 (printed p. 244)
YBa2Cu3O7−δ (ceramic)The page sets the formula with subscripts, YBa₂Cu₃O₇₋δ, a ceramic superconductor.Isotropic14,3Rossing (2014) Table 6.5, PDF page 261 (printed p. 244)

The six conditions the building standard’s own room model tabulates the air attenuation for, and the coefficient in each of them, band by band. A room model needs one. The air in a hall absorbs, the absorption grows with frequency and with dryness, and by 8 kHz it is no longer a correction to the surfaces but a term that decides the answer, which is why the model has an air term at all. So the standard prints a short table of two temperatures crossed with three ranges of relative humidity, and names the one to assume when the room’s own temperature and humidity are not known. That row carries a note here saying so.

The coefficient is a power attenuation in neper per metre, which is what the standard’s own air term takes, and it is not the decibel per metre an outdoor propagation model works in. The page prints it in thousandths of a neper per metre and so does this table. Six rows is all there is: this is a table to look a value up in and not a model to interpolate, and the standard says nothing about a room at 15 °C and 60 % that would let a row be made for it.

Italic is a value this library worked out; a dotted underline is a cell that is not a plain number, and what it is reads on the cell; an asterisk is a note the page made about the row. Click a mark to read it, or give the table focus and press Enter to walk the marks with the arrow keys.

Condition125 HzmNp/m250 HzmNp/m500 HzmNp/m1 kHzmNp/m2 kHzmNp/m4 kHzmNp/m8 kHzmNp/mSource
10 °C, 30-50 %0,10,20,51,12,79,429EN 12354-6:2003 Table 1
10 °C, 50-70 %0,10,20,50,81,85,921,1EN 12354-6:2003 Table 1
10 °C, 70-90 %0,10,20,50,71,44,415,8EN 12354-6:2003 Table 1
20 °C, 30-50 %0,10,30,611,95,820,3EN 12354-6:2003 Table 1
20 °C, 50-70 %The condition clause 4.3 recommends when the room's own temperature and humidity are not known.0,10,30,611,74,113,5EN 12354-6:2003 Table 1
20 °C, 70-90 %0,10,30,61,11,73,510,6EN 12354-6:2003 Table 1