ASHRAE FUNDAMENTALS IP ADD AND CORR-2013 Additions and Corrections.pdf
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1、A.1ASHRAE HANDBOOKAdditions and CorrectionsThis report includes additional information, and technical errorsfound between June 15, 2010, and April 1, 2013, in the inch-pound(I-P) editions of the 2010, 2011, and 2012 ASHRAE Handbookvolumes. Occasional typographical errors and nonstandard symbollabels
2、 will be corrected in future volumes. The most current list ofHandbook additions and corrections is on the ASHRAE web site(www.ashrae.org).The authors and editor encourage you to notify them if youfind other technical errors. Please send corrections to: HandbookEditor, ASHRAE, 1791 Tullie Circle NE,
3、 Atlanta, GA 30329, ore-mail mowenashrae.org.2010 RefrigerationCh. 1. All existing references to Table 19 should be to Table 20. Allexisting references to Table 20 should be to Table 19.p. 10.4, Table 3. Replace the table with the following.p. 11.23, Table 2. Amend the table values as shown above ri
4、ght.p. 19.2, Eq. (4). Change twoto xwo.p. 19.7, Eq. (10). Change to t to (to t)2.p. 50.4, Horsepower entry. The value for horsepower should be550 ftlbf/s2, not 500.2011 HVAC Applications(CD only) Table of Contents, p. 2. Replace the second instance of“Building Operations and Management” with “Genera
5、l Applica-tions.”Contributors List. For Chapter 4, add Dennis Wessel, KarpinskiEngineering.p. 28.8, 1st col. Under U.S. Evolutionary Power Reactor (USEPR),delete “(30 Pa).”p. 35.4, end of 2nd para. It should be = for all conditions.p. 35.5, Eq. (17). The equation should be Fsg= (1 cos )/2.p. 35.10,
6、2nd col., 3rd para. from bottom. The slope should be0.82/0.69 = 1.19.p. 35.22, Example 7, Solution. The load collector ratio should useEq. (41).p. 35.23, 2nd col., last para. The average wind load on a tiltedroof should be 25 lb/ft2.p. 35.27, Symbols. Delete the second definition for Aap.p. 36.9, Ta
7、ble 4. Replace the table with the one on p. A.3.p. 48.20, 2nd col. For frequency range #1, consult Table 13 for Af.In definitions for Eq. (10), refer to Table 12 for a.p. 48.45, Table 47. Deflection values for cooling towers should beTable 3 Cellular Glass Insulation Thickness for Indoor Design Cond
8、itions(90F Ambient Temperature, 80% Relative Humidity, 0.9 Emittance, 0 mph Wind Velocity)(2010 Refrigeration, Chapter 10, p. 4)NominalPipe Size, in.Pipe Operating Temperature, F40 20 0 20 40 60 80 1000.50 1.0 1.0 1.5 1.5 2.0 2.0 2.0 2.50.75 1.0 1.5 1.5 2.0 2.0 2.0 2.5 2.51.00 1.0 1.5 1.5 2.0 2.0 2.
9、0 2.5 2.51.50 1.0 1.5 1.5 2.0 2.5 2.5 3.0 3.02.00 1.0 1.5 1.5 2.0 2.5 2.5 3.0 3.02.50 1.0 1.5 2.0 2.5 2.5 3.0 3.0 3.03.00 1.0 1.5 2.0 2.5 2.5 3.0 3.0 3.04.00 1.0 1.5 2.0 2.5 2.5 3.0 3.0 3.55.00 1.5 1.5 2.0 2.5 2.5 3.0 3.0 3.56.00 1.5 2.0 2.0 2.5 3.0 3.0 3.5 3.58.00 1.5 2.0 2.0 2.5 3.0 3.0 3.5 3.510.
10、00 1.5 2.0 2.0 2.5 3.0 3.5 3.5 4.012.00 1.5 2.0 2.0 2.5 3.0 3.5 3.5 4.014.00 1.5 2.0 2.5 3.0 3.0 3.5 4.0 4.016.00 1.5 2.0 2.5 3.0 3.5 3.5 4.0 4.518.00 1.5 2.0 2.5 3.0 3.5 3.5 4.0 4.520.00 1.5 2.0 2.5 3.0 3.5 3.5 4.0 4.524.00 1.5 2.0 2.5 3.0 3.5 4.0 4.0 4.528.00 1.5 2.0 2.5 3.0 3.5 4.0 4.0 4.530.00 1
11、.5 2.0 2.5 3.0 3.5 4.0 4.0 4.536.00 1.5 2.0 2.5 3.0 3.5 4.0 4.5 4.5Notes:1. Insulation thickness is chosen either to prevent or minimize condensation on outside jacket surface or to limit heat gain to 8 Btu/hft2, whichever thickness is greater.2. All thicknesses are in inches.3. Values do not includ
12、e safety or aging factor. Actual operating conditions may vary. Consult a design engineer for appropriate recommendation for your specific system.4. Data calculated using NAIMA 3E Plus program.Table 2 Values(2010 Refrigeration, Chapter 11, p. 23)Refrigerant fOn the low side of a limited-charge casca
13、de system:R-13, R-13B1, R-503 2.0 (0.163)R-14 2.5 (0.203)R-23, R-170, R-508A, R-508B, R-744, R-1150 1.0 (0.082)Other applications:R-11, R-32, R-113, R-123, R-142b, R-152a, R-290, R-600, R-600a, R-7641.0 (0.082)R-12, R-22, R-114, R-124, R-134a, R-401A, R-401B, R-401C, R-405A, R-406A, R-407C, R-407D,
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