ASHRAE FUNDAMENTALS IP CH 21-2013 Duct Design.pdf
《ASHRAE FUNDAMENTALS IP CH 21-2013 Duct Design.pdf》由会员分享,可在线阅读,更多相关《ASHRAE FUNDAMENTALS IP CH 21-2013 Duct Design.pdf(30页珍藏版)》请在麦多课文档分享上搜索。
1、21.1CHAPTER 21DUCT DESIGNBERNOULLI EQUATION 21.1Head and Pressure. 21.2SYSTEM ANALYSIS . 21.2Pressure Changes in System 21.5FLUID RESISTANCE 21.6Friction Losses. 21.6Dynamic Losses . 21.9Ductwork Sectional Losses 21.12FAN/SYSTEM INTERFACE 21.12MECHANICAL EQUIPMENT ROOMS. 21.14DUCT SYSTEM DESIGN. 21.
2、14Design Considerations . 21.14Duct Design Methods. 21.19Balancing Dampers 21.21HVAC Duct Design Procedures . 21.21Industrial Exhaust System Duct Design. 21.23OMMERCIAL, industrial, and residential air duct systemCdesign must consider (1) space availability, (2) space air diffu-sion, (3) noise level
3、s, (4) air distribution system (duct and equip-ment), (5) air leakage, (6) duct heat gains and losses, (7) balancing,(8) fire and smoke control, (9) initial investment cost, and (10) sys-tem operating cost. For design of residential systems, refer to Man-ual D by ACCA (2009).Deficiencies in duct des
4、ign can result in systems that operateincorrectly or are expensive to own and operate. Poor design or lackof system sealing can produce inadequate airflow rates at the termi-nals, leading to discomfort, loss of productivity, and even adversehealth effects. Lack of sound attenuation may lead to objec
5、tionablenoise levels. Proper duct insulation eliminates excessive heat gain orloss.In this chapter, system design and calculation of a systems fric-tional and dynamic resistance to airflow are considered. Chapter 19of the 2012 ASHRAE HandbookHVAC Systems and Equipmentexamines duct construction and p
6、resents construction standards forresidential, commercial, and industrial HVAC and exhaust systems.BERNOULLI EQUATIONThe Bernoulli equation can be developed by equating the forceson an element of a stream tube in a frictionless fluid flow to the rateof momentum change. On integrating this relationsh
7、ip for steadyflow, the following expression (Osborne 1966) results:= constant, ftlbf/lbm(1)wherev = streamline (local) velocity, fpsgc= dimensional constant, 32.2 lbmft/lbfs2p = absolute pressure, lbf/ft2 = density, lbm/ft3g = acceleration caused by gravity, ft/s2z = elevation, ftAssuming constant f
8、luid density in the system, Equation (1) re-duces to= constant, ftlbf/lbm(2)Although Equation (2) was derived for steady, ideal frictionlessflow along a stream tube, it can be extended to analyze flow throughducts in real systems. In terms of pressure, the relationship for fluidresistance between tw
9、o sections is+ p1+ 1z1= + p2+ 2z2+ pt, 12(3)whereV = average duct velocity, fpspt,12= total pressure loss caused by friction and dynamic losses between sections 1 and 2, lbf/ft2In Equation (3), V (section average velocity) replaces v (streamlinevelocity) because experimentally determined loss coeffi
10、cients allowfor errors in calculatingv2/2gc(velocity pressure) across stream-lines.On the left side of Equation (3), add and subtract pz1; on the rightside, add and subtract pz2, where pz1and pz2are the values of atmo-spheric air at heights z1andz2. Thus,(4)Atmospheric pressure at any elevation ( pz
11、1and pz2) expressed interms of the atmospheric pressure paat the same datum elevation isgiven bypz1= pa az1(5)pz2= pa az2(6)Substituting Equations (5) and (6) into Equation (4) and simpli-fying yields the total pressure change between sections 1 and 2.Assume no temperature change between sections 1
12、and 2 (no heatexchanger within the section); therefore, 1=2. When a heatexchanger is located in the section, the average of the inlet andoutlet temperatures is generally used. Let = 1= 2, and ( p1 pz1)and ( p2 pz2) are gage pressures at elevations z1and z2.pt,12= + g(a )(z2 z1) (7a)pt,12= pt+ pse(7b
13、)pt= pt,1-2+ pse(7c)whereps,1= static pressure, gage at elevation z1, lbf/ft2ps,2= static pressure, gage at elevation z2, lbf/ft2V1= average velocity at section 1, fpsThe preparation of this chapter is assigned to TC 5.2, Duct Design.v22gc-p-gzgc-+v22gc-p-gzgc-+1V122gc-ggc-1V122gc-ggc-1V122gc-p1pz1p
14、z1ggc-1z1+ +2V222gc-p2+= pz2pz2ggc-2z2pt 12,+ggc-ggc-ps 1,V122-+ps 2,V222-+21.2 2013 ASHRAE HandbookFundamentalsV2= average velocity at section 2, fpsa= density of ambient air, lbm/ft3 = density of air or gas in duct, lbm/ft3pse= thermal gravity effect, lbf/ft2 pt= total pressure change between sect
15、ions 1 and 2, lbf/ft2pt,1-2= total pressure loss caused by friction and dynamic losses between sections 1 and 2, lbf/ft2HEAD AND PRESSUREThe terms head and pressure are often used interchangeably;however, head is the height of a fluid column supported by fluidflow, whereas pressure is the normal for
16、ce per unit area. For liquids,it is convenient to measure head in terms of the flowing fluid. Witha gas or air, however, it is customary to measure pressure on a col-umn of liquid.Static PressureThe term pgc/g is static head; p is static pressure.Velocity PressureThe term V2/2g refers to velocity he
17、ad, and V2/2gcrefers tovelocity pressure. Although velocity head is independent of fluiddensity, velocity pressure Equation (8) is not.pv= (V/1097)2(8)wherepv= velocity pressure, in. of waterV = fluid mean velocity, fpm1097 = conversion factor to in. of waterFor air at standard conditions (0.075 lbm
18、/ft3), Equation (8) becomespv= (V/4005)2(9)where 4005 = (10972/0.075)1/2. Velocity is calculated byV = Q/A (10)whereQ = airflow rate, cfmA = cross-sectional area of duct, ft2Total PressureTotal pressure is the sum of static pressure and velocity pressure:pt= ps+ (V/1097)2(11)orpt= ps+ pv(12)wherept=
19、 total pressure, in. of waterps= static pressure, in. of waterPressure MeasurementThe range, precision, and limitations of instruments for measur-ing pressure and velocity are discussed in Chapter 36. The manom-eter is a simple and useful means for measuring partial vacuum andlow pressure. Static, v
20、elocity, and total pressures in a duct systemrelative to atmospheric pressure can be measured with a pitot tubeconnected to a manometer. Pitot tube construction and locations fortraversing round and rectangular ducts are presented in Chapter 36.SYSTEM ANALYSISThe total pressure change caused by fric
21、tion, fittings, equipment,and net thermal gravity effect (stack effect) for each section of aduct system is calculated by the following equation:(13)where= net total pressure change for i sections, in. of water= pressure loss due to friction for i sections, in. of waterpij= total pressure loss due t
22、o j fittings, including fan system effect (FSE), for i sections, in. of waterpik= pressure loss due to k equipment for i sections, in. of water= thermal gravity effect due to r stacks for i sections, in. of waterm = number of fittings within i sectionsn = number of equipment within i sections = numb
23、er of stacks within i sectionsnup= number of duct sections upstream of fan (exhaust/return air subsystems)ndn= number of duct sections downstream of fan (supply air subsystems)From Equation (7), the thermal gravity effect for each nonhori-zontal duct with a density other than that of ambient air is
24、deter-mined by the following equation:pse= 0.192(a )(z2 z1) (14)wherepse= thermal gravity effect, in. of waterz1and z2= elevation from datum in direction of airflow (Figure 1), fta= density of ambient air, lbm/ft3 = density of air or gas within duct, lbm/ft30.192 = conversion factor to in. of waterE
- 1.请仔细阅读文档,确保文档完整性,对于不预览、不比对内容而直接下载带来的问题本站不予受理。
- 2.下载的文档,不会出现我们的网址水印。
- 3、该文档所得收入(下载+内容+预览)归上传者、原创作者;如果您是本文档原作者,请点此认领!既往收益都归您。
下载文档到电脑,查找使用更方便
10000 积分 0人已下载
下载 | 加入VIP,交流精品资源 |
- 配套讲稿:
如PPT文件的首页显示word图标,表示该PPT已包含配套word讲稿。双击word图标可打开word文档。
- 特殊限制:
部分文档作品中含有的国旗、国徽等图片,仅作为作品整体效果示例展示,禁止商用。设计者仅对作品中独创性部分享有著作权。
- 关 键 词:
- ASHRAEFUNDAMENTALSIPCH212013DUCTDESIGNPDF
