ImageVerifierCode 换一换
格式:PDF , 页数:14 ,大小:503.48KB ,
资源ID:455005      下载积分:10000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
注意:如需开发票,请勿充值!
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【http://www.mydoc123.com/d-455005.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(ASHRAE HVAC APPLICATIONS SI CH 45-2015 BUILDING AIR INTAKE AND EXHAUST DESIGN.pdf)为本站会员(eveningprove235)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ASHRAE HVAC APPLICATIONS SI CH 45-2015 BUILDING AIR INTAKE AND EXHAUST DESIGN.pdf

1、45.1CHAPTER 45BUILDING AIR INTAKE AND EXHAUST DESIGNExhaust Stack and Air Intake Design Strategies. 45.1Geometric Method for Estimating Stack Height . 45.5Exhaust-to-Intake Dilution or Concentration Calculations 45.7Other Considerations 45.10RESH air enters a building through its air intake. Likewis

2、e,Fbuilding exhausts remove air contaminants from a building sowind can dilute the emissions. If the intake or exhaust system is notwell designed, contaminants from nearby outside sources (e.g., vehi-cle exhaust, emergency generator, laboratory fume hoods on nearbybuildings) or from the building its

3、elf (e.g., laboratory fume hoodexhaust) can enter the building with insufficient dilution. Poorlydiluted contaminants may cause odors, health impacts, and reducedindoor air quality. This chapter discusses proper design of exhauststacks and placement of air intakes to avoid adverse air qualityimpacts

4、. Chapter 24 of the 2013 ASHRAE HandbookFundamen-tals more fully describes wind and airflow patterns around buildings.Related information can also be found in Chapters 8, 17, 32, 33, and34 of this volume, Chapters 11 and 12 of the 2013 ASHRAE Hand-bookFundamentals, and Chapters 29, 30, and 35 of the

5、 2012ASHRAE HandbookHVAC Systems and Equipment.1. EXHAUST STACK AND AIR INTAKE DESIGN STRATEGIESStack Design StrategiesThe dilution a stack exhaust can provide is limited by the disper-sion capability of the atmosphere. Before discharge, exhaust con-tamination can be reduced by filters, collectors,

6、and scrubbers ifneeded to maintain acceptable air quality. The ultimate goal of thestack design is to specify the lowest flow, exhaust velocity, and stackheight that ensures acceptable air quality at all locations of concern.This also ensures that energy consumption is minimized.Central exhausts tha

7、t combine flows from many collecting sta-tions should always be used where safe and practical. By combiningseveral exhaust streams, central systems dilute intermittent bursts ofcontamination from a single station. Also, the combined flow formsan exhaust plume that rises a greater distance above the

8、emittingbuilding. If necessary for air quality or architectural reasons, addi-tional air volume can be added to the exhaust near the exit with amakeup air unit to increase initial dilution and exhaust plume rise.This added air volume does not need heating or cooling, and theadditional energy cost is

9、 lower. A small increase in stack height mayalso achieve the same benefit but without any added energy cost.In some cases, separate exhaust systems are mandatory. Thenature of the contaminants to be combined, recommended industrialhygiene practice, and applicable safety codes need to be considered.S

10、eparate exhaust stacks could be grouped in a tight cluster to takeadvantage of the larger plume rise of the resulting combined jet. Also,a single stack location for a central exhaust system or a tight clusterof stacks allows building air intakes to be positioned as far as possiblefrom the exhaust. P

11、etersen and Reifschneider (2008) provide guide-lines on optimum arrangements for ganged stacks. In general, for atight cluster to be considered as a single stack (i.e., to add stackmomentums together) in dilution calculations, the stacks must beuncapped and nearly be touching the middle stack of the

12、 group.As shown in Figure 1, stack height hsis measured above the rooflevel on which the air intake is located. Wilson and Winkel (1982)demonstrated that stacks terminating below the level of adjacent wallsand architectural enclosures frequently do not effectively reduce roof-level exhaust contamina

13、tion. To take full advantage of their height,stacks should be located on the highest roof of a building.Architectural screens used to mask rooftop equipment adverselyaffect exhaust dilution, depending on porosity, relative height, anddistance from the stack. Petersen et al. (1999) found that exhaust

14、 dis-persion improves with increased screen porosity.Large buildings, structures, and terrain close to the emitting build-ing can adversely affect stack exhaust dilution, because the emittingbuilding can be within the recirculation flow zones downwind ofthese nearby flow obstacles (Wilson et al. 199

15、8a). In addition, an airintake located on a nearby taller building can be contaminated byexhausts from the shorter building. Wherever possible, facilitiesemitting toxic or highly odorous contaminants should not be locatednear taller buildings or at the base of steep terrain.As shown in Figure 2, sta

16、cks should be vertically directed anduncapped. Stack caps that deflect the exhaust jet have a detrimentaleffect on exhaust plume rise. Small conical stack caps often do notcompletely exclude rain, because rain does not usually fall straightdown; periods of heavy rainfall are often accompanied by hig

17、h windsthat deflect raindrops under the cap and into the stack (Changnon1966). A stack exhaust velocity Veof about 13 m/s prevents con-densed moisture from draining down the stack and keeps rain fromentering the stack. For intermittently operated systems, protectionfrom rain and snow should be provi

18、ded by stack drains, as shown inFigure 2F to 2J, rather than stack caps.Recommended Stack Exhaust VelocityHigh stack exhaust velocity and temperatures increase plumerise, which tends to reduce intake contamination. Exhaust velocityVeshould be maintained above 10 m/s (even with drains in the stack)to

19、 provide adequate plume rise and jet dilution. Velocities above10 m/s provide still more plume rise and dilution, but above 15 to20 m/s, noise, vibration, and energy costs can become an importantconcern. An exit nozzle (Figure 2B) can be used to increase exhaustThe preparation of this chapter is ass

20、igned to TC 4.3, Ventilation Require-ments and Infiltration.Fig. 1 Flow Recirculation Regions and Exhaust Parameters(Wilson 1982)45.2 2015 ASHRAE HandbookHVAC Applications (SI)velocity and plume rise. Many laboratory fume hood systems usevariable-volume fans that reduce flow from hoods when they are

21、closed. Stack exhaust velocity calculation must be based on the min-imum total flow rate from the system, not the maximum.Exceptions to these exhaust velocity recommendations includewhen corrosive condensate droplets are discharged. In this case, avelocity of 5 m/s in the stack and a condensate drai

22、n are recom-mended to reduce droplet emission. At this low exhaust velocity, ataller stack may be needed to counteract downwash caused by lowexit velocity. Another exception is when a detailed dispersion mod-eling analysis is conducted. Such an analysis can determine the min-imum exit velocity neede

23、d to maintain acceptable dilution versusstack height. Generally, the taller the stack, the lower the requiredexit velocity and hence fan energy.Stack wake downwash occurs where low-velocity exhausts arepulled downward by negative pressures immediately downwind ofthe stack, as shown in Figure 3. Vesh

24、ould be at least 1.5 times thedesign speed UHat roof height in the approach wind to avoid stackwake downwash. A meteorological station design wind speed Umetthat is exceeded less than 1% of the time can be used. This value canbe obtained from Chapter 14 of the 2013 ASHRAE HandbookFun-damentals, or e

25、stimated by applying Table 2 of Chapter 24 of thatvolume to annual average wind speed. Because wind speed increaseswith height, a correction for roof height should be applied for build-ings significantly higher than 10 m, using Equation (4) and Table 1of Chapter 24 of the 2013 ASHRAE HandbookFundame

26、ntals.Other Stack Design StandardsMinimum heights for chimneys and other flues are discussed inthe International Building Code (ICC 2006). For laboratory fumehood exhausts, American Industrial Hygiene Association (AIHA)Standard Z9.5 recommends a minimum stack height of 3 m abovethe adjacent roof lin

27、e, an exhaust velocity Veof 15 m/s, and a stackheight extending one stack diameter above any architectural screen;National Fire Protection Association (NFPA) Standard 45 specifiesa minimum stack height of 3 m to protect rooftop workers. Toxicchemical emissions may also be regulated by federal, state

28、, andlocal air quality agencies.Contamination SourcesSome contamination sources that need consideration in stack andintake design include the following.Toxic Stack Exhausts. Boilers, emergency generators, and lab-oratory fume hoods are some sources that can seriously affect build-ing indoor air qual

29、ity because of toxic air pollutants. These sources,especially diesel-fueled emergency generators, can also producestrong odors that may require administrative measures, such as gen-erator testing during low building occupancy or temporarily closingthe intakes.Automobile and Truck Traffic. Heavily tr

30、aveled roads andparking garages emit carbon monoxide, dust, and other pollutants.Diesel trucks and ambulances are common sources of odor com-plaints (Smeaton et al. 1991). Intakes near vehicle loading zonesshould be avoided. Overhead canopies on vehicle docks do not pre-vent hot vehicle exhaust from

31、 rising to intakes above the canopy.When the loading zone is in the flow recirculation region downwindfrom the building, vehicle exhaust may spread upwind over largesections of the building surface (Ratcliff et al. 1994). Garbage con-tainers may also be a source of odors, and garbage trucks may emit

32、diesel exhaust with strong odors.Kitchen Cooking Hoods. Kitchen exhaust can be a source ofodors and cause plugging and corrosion of heat exchangers. Greasehoods have stronger odors than other general kitchen exhausts.Grease and odor removal equipment beyond that for code require-ments may be needed

33、if air intakes cannot be placed far away.Evaporative Cooling Towers. Outbreaks of Legionnaires dis-ease have been linked to bacteria in cooling tower drift dropletsbeing drawn into the building through air intakes (Puckorius 1999).ASHRAE Guideline 12 gives advice on cooling tower maintenancefor mini

34、mizing the risk of Legionnaires disease, and suggests keep-ing cooling towers as far away as possible from intakes, operablewindows, and outdoor public areas. No specific minimum separa-tion distance is provided or available. Prevailing wind directionsshould also be considered to minimize risk. Evap

35、orative coolingtowers can have several other effects: water vapor can increase air-conditioning loads, condensing and freezing water vapor can dam-age equipment, and ice can block intake grilles and filters. Chemi-cals added to retard scaling and biological contamination may beemitted from the cooli

36、ng tower, creating odors or health effects, asdiscussed by Vanderheyden and Schuyler (1994).Fig. 2 Stack Designs Providing Vertical Discharge and Rain ProtectionFig. 3 Reduction of Effective Stack Height by Stack Wake DownwashBuilding Air Intake and Exhaust Design 45.3Building General Exhaust Air. G

37、eneral indoor air that is ex-hausted will normally contain elevated concentrations of carbondioxide, dust, copier toner, off-gassing from materials, cleaningagents, and body odors. General exhaust air should not be allowedto reenter the building without sufficient dilution.Stagnant Water Bodies, Sno

38、w, and Leaves. Stagnant waterbodies can be sources of objectionable odors and potentially harm-ful organisms. Poor drainage should be avoided on the roof orground near the intake. Restricted airflow from snow drifts, fallenleaves, and other debris can be avoided in the design stage with ele-vated lo

39、uvers above ground or roof level.Rain and Fog. Direct intake of rain and fog can increase growthof microorganisms in the building. AMCA (2009) recommendsselecting louvers and grilles with low rain penetration and installingdrains just inside the louvers and grilles. In locations with chronicfog, som

40、e outdoor air treatment is recommended. One approach isto recirculate some part of the indoor air to evaporate entrainedwater droplets, even during full air-side economizer operation(maximum outdoor air use).Environmental Tobacco Smoke. Outdoor air intakes should notbe placed close to outdoor smokin

41、g areas.Plumbing Vents. Codes frequently require a minimum distancebetween plumbing vents and intakes to avoid odors.Smoke from Fires. Smoke from fires is a significant safety haz-ard because of its direct health effects and from reduced visibilityduring evacuation. NFPA Standard 92A discusses the n

42、eed for goodair intake placement relative to smoke exhaust points.Construction. Construction dust and equipment exhaust can bea significant nuisance over a long period. Temporary precondition-ing of outdoor air is necessary in such situations, but is rarely pro-vided. A simple solution is to provide

43、 room and access to theoutdoor air duct for adding temporary air treatment filters or otherdevices, or a sufficient length of duct so that such equipment couldbe added when needed. Intake louvers and outdoor air ducts alsorequire more frequent inspections and cleaning when constructionoccurs nearby.

44、Vandalism and Terrorism. Acts of vandalism and terrorism areof increasing concern. Louvers and grilles are potential points ofillegal access to buildings, so their placement and construction areimportant. Intentional introduction of offensive or potentially harm-ful gaseous substances is also of con

45、cern. Some prudent initialdesign considerations might be elevating grilles and louvers awayfrom easy pedestrian access and specifying security bars and otherdevices. Also, unlocked stair tower doors required for roof accessduring emergency evacuations may limit use of rooftop air intakesin sensitive

46、 applications because individuals would have readyaccess to the louvers. For more information, see ASHRAEs (2003)Risk Management Guidance for Health, Safety, and EnvironmentalSecurity under Extraordinary Incidents.General Guidance on Intake PlacementCarefully placed outdoor air intakes can reduce st

47、ack heightrequirements and help maintain acceptable indoor air quality. Rockand Moylan (1999) review recent literature on air intake locationsand design. Petersen and LeCompte (2002) also showed the benefitof placing air intakes on building sidewalls. ASHRAE Standard62.1-2010 highlights the need to

48、locate makeup air inlets andexhaust outlets to avoid contamination.Experience provides some general guidelines on air intake place-ment. Unless the appropriate dispersion modeling analysis is con-ducted, intakes should never be located in the same architecturalscreen enclosure as contaminated exhaus

49、t outlets. This is especiallythe case for low-momentum or capped exhausts (which tend to betrapped in the wind recirculation zone within the screen). For moreinformation, see the section on Influence of Architectural Screens onExhaust Dilution.If exhaust is discharged from several locations on a roof, intakesshould be sited to minimize contamination. Typically, this meansmaximizing separation distance. Where all exhausts of concern areemitted from a single, relatively tall stack or tight cluster of stacks,a possible intake location might be close to the base of this tall stack,if thi

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1