1. 您所在位置：首页 > 给排水规范 > 设计规范 > 酒店中央空调毕业设计.doc

酒店中央空调毕业设计.doc 85页

  • 4.45 MB
  • 2022-04-22 11:38:37 发布

酒店中央空调毕业设计.doc

  • 85页
  • 当前文档由用户上传发布，收益归属用户
  1. 1、本文档共5页，可阅读全部内容。
  2. 2、本文档内容版权归属内容提供方，所产生的收益全部归内容提供方所有。如果您对本文有版权争议，可选择认领，认领后既往收益都归您。
  3. 3、本文档由用户上传，本站不保证质量和数量令人满意，可能有诸多瑕疵，付费之前，请仔细先通过免费阅读内容等途径辨别内容交易风险。如存在严重挂羊头卖狗肉之情形，可联系本站下载客服投诉处理。
  4. 文档侵权举报电话：19940600175。
'北京市某大酒店中央空调设计摘要：本次设计的内容是北京市某大酒店中央空调系统设计，该酒店高约10.8米，是一座综合性建筑物。大楼总建筑面积为11746.8㎡,其中空调面积为9272.8㎡。酒店主楼地面3层，层高均为3.6米。其中一层为酒店的大堂、自助餐厅和包厢,二层为客房、包厢和会议室，三层为客房和包厢。按照一般计算负荷的方法，采用冷负荷系数法计算建筑物的热、湿负荷，考虑到建筑物的结构和使用功能方面，在设计空调水系统时，采用风机盘管不加和加独立新风系统二种。然后，进行风机盘管、新风处理设备、冷冻机组等的选型和风管和水管的水力计算，确定消声量，系统压损，设计系统保温，防火，排烟和自动控制管理。毕业设计是教学计划中一个重要的教学环节，是培养我们运用所学的基础理论、基本知识和基本技能分析解决实际问题能力的一个重要环节。通过设计综合运用和深化所学专业理论知识，培养独立工作能力，分析解决一般工程实际问题的能力，使我们受到工程技术和科学研究的基本训练。关键词：空调系统；冷负荷；水力计算；独立新风系统；风机盘管85– DesignofCentralAir-ConditioningSystemforHongyueHotelOfBeijingAbstract：Thecontentofthedesignisthedesignofcentralair-conditioningsystemforHongyueHotelOfBeijing,theheightofthisbuildingisabout10.8meters,whichisasyntheticbuilding.Thetotalbuildingareais11746.8㎡,andtheair-conditioningareais9272.8㎡。Thebuildingis3floors,theheightofeachfloorabout3.6meters.Andthefirstfloorisdining-roomandhotelhall,therestfloorsaredining-roomandguestroom.First,asthecommonmethod,thecoolingloadanddamploadarecalculatedbyCLCmethod.Asconsiderationthebuildingstructureanditsusage,theschemeofair-conditioningsystemofthisbuildinghavetwo,whichisfancoilunitwithandwithoutadditionalindividualfreshairunit.Then,thefancoil,air-conditioningunitsoffreshair,water-coolingunitsisselected.Thehydrauliccalculationoftheairandwatersystem,themeasureofsounddeadens,liberationsuppression,thermalprotection,firedefense,smockevolvementandregulationschemeisdone.Finally,thesummaryofthedesignaremade.Thedesignbeforegraduatewhichtrainthebasictheoryandprofessionalknowledgeofusandletustogainthepowertoanalyzeactualproblemisagreatpartoftheteachingplan.Thoughthisdesignwegetthebasictrainingoftheengineeringandscientificresearch.Keywords:Air-conditioningsystem;Coolingload;Hydrauliccalculation;Additionalfreshairsystem;fancoil85– 第1章空调冷负荷计算1.1负荷计算方法及公式1.1.1外墙和屋面传热冷负荷计算公式外墙或屋面传热形成的计算时刻冷负荷Qτ(W)，按下式计算：Qτ=KFΔtτ-ξ       (1-1)式中   F—计算面积，㎡；       τ—计算时刻，点钟；       τ-ξ—温度波的作用时刻，即温度波作用于外墙或屋面外侧的时刻，点钟；       Δtτ-ξ—作用时刻下，通过外墙或屋面的冷负荷计算温差，简称负荷温差，℃。注：例如对于延迟时间为5小时的外墙,在确定16点房间的传热冷负荷时,应取计算时刻τ=16,时间延迟为ξ=5,作用时刻为τ—ξ=16-5=11。这是因为计算16点钟外墙内表面由于温度波动形成的房间冷负荷是5小时之前作用于外墙外表面温度波动产生的结果。当外墙或屋顶的衰减系数β<0.2时，可用日平均冷负荷Qpj代替各计算时刻的冷负荷Qτ：Qpj=KFΔtpj      (1-2)式中   Δtpj—负荷温差的日平均值，℃。1.1.2外窗的温差传热冷负荷通过外窗温差传热形成的计算时刻冷负荷Qτ按下式计算：Qτ=KFΔtτ(1-3)式中   Δtτ—计算时刻下的负荷温差，℃；       K—传热系数。1.1.3外窗太阳辐射冷负荷透过外窗的太阳辐射形成的计算时刻冷负荷Qτ，应根据不同情况分别按下列各式计算：1.当外窗无任何遮阳设施时85– Qτ=FCsCaJwτ(1-4)式中 Jwτ—计算时刻下太阳总辐射负荷强度,W/㎡；2.当外窗只有内遮阳设施时Qτ=FCsCaCnJwτ(1-5)式中 Jwτ—计算时刻下太阳总辐射负荷强度,W/㎡；3.当外窗只有外遮阳板时Qτ=[F1Jnτ+FJnnτ]CsCa(1-6) 注：对于北纬27度以南地区的南窗，可不考虑外遮阳板的作用，直接按式(1-4)计算。4.当窗口既有内遮阳设施又有外遮阳板时     Qτ=[F1Jnτ+FJnnτ]CsCnCa(1-7)式中 Jnτ—计算时刻下，标准玻璃窗的直射辐射照度，W/㎡；     Jnnτ—计算时刻下，标准玻璃窗的散热辐射照度，W/㎡；     F1—窗上收太阳直射照射的面积；     F—外窗面积（包括窗框、即窗的墙洞面积）㎡Ccl、CclN—冷负荷系数（CclN为北向冷负荷系数），按纬度取值；     Ca—窗的有效面积系数；     Cs—窗玻璃的遮挡系数；     Cn—窗内遮阳设施的遮阳系数；  注：对于北纬27度以南地区的南窗，可不考虑外遮阳板的作用，直接按式(1-4)计算。1.1.4内围护结构的传热冷负荷1.当邻室为通风良好的非空调房间时，通过内窗的温差传热负荷，可按式(1-1)计算。   2.当邻室为通风良好的非空调房间时，通过内墙和楼板的温差传热负荷，可按式(1-1)计算，或按式(1-2)估算。此时负荷温差Δtτ-ξ及其平均值Δtpj，应按"零"朝向的数据采用。1.当邻室有一定发热量时，通过空调房间内窗、隔墙、楼板或内门等内围护结构的温差传热负荷，按下式计算：85– Q=KF(twp+Δtls-tn)(1-8)式中 Q—稳态冷负荷，下同，W；     twp—夏季空气调节室外计算日平均温度，℃；     tn—夏季空气调节室内计算温度，℃；     Δtls—邻室温升，可根据邻室散热强度采用，℃。1.1.5人体冷负荷人体显热散热形成的计算时刻冷负荷Q，按下式计算：Qτ=nq1CclrCr(1-9)式中 Cr—群体系数；     n—计算时刻空调房间内的总人数；     q1—一名成年男子小时显热散热量，W；     Cclr—人体显热散热冷负荷系数。1.1.6灯光冷负荷照明设备散热形成的计算时刻冷负荷Qτ，应根据灯具的种类和安装情况分别按下列各式计算：1.白只灯和镇流器在空调房间外的荧光灯Q=1000n1NXτ-T(1-10)2.镇流器装在空调房间内的荧光灯Q=1200n1NXτ-T(1-11)3.暗装在吊顶玻璃罩内的荧光灯    Q=1000n0NXτ-T(1-12)式中 N—照明设备的安装功率，kW；     n0—考虑玻璃反射，顶棚内通风情况的系数，当荧光灯罩有小孔，利用自然通风散热于顶棚内时，取为0.5-0.6，荧光灯罩无通风孔时，视顶棚内通风情况取为0.6-0.8；     n1—同时使用系数，一般为0.5-0.8；     T—开灯时刻，点钟；     τ-T—从开灯时刻算起到计算时刻的时间，h；     Xτ-T—τ-T时间照明散热的冷负荷系数。85– 1.1.7设备冷负荷热设备及热表面散热形成的计算时刻冷负荷Qτ，按下式计算：Qτ=qsXτ-T(1-13)式中 T—热源投入使用的时刻，点钟；     τ-T—从热源投入使用的时刻算起到计算时刻的时间，ｈ；     Xτ-T—τ-T时间设备、器具散热的冷负荷系数；     qs—热源的实际散热量，W。电热、电动设备散热量的计算方法如下：   1.电热设备散热量qs=1000n1n2n3n4N(1-14)2.电动机和工艺设备均在空调房间内的散发量  qs=1000n1aN(1-15)3.只有电动机在空调房间内的散热量  qs=1000n1a(1-η)N(1-16)4.只有工艺设备在空调房间内的散热量  qs=1000n1aηN(1-17)式中 N—设备的总安装功率，kW；     η—电动机的效率；     n1—同时使用系数，一般可取0.5-1.0；     n2—利用系数，一般可取0.7-0.9；     n3—小时平均实耗功率与设计最大功率之比，一般可取0.5左右；     n4—通风保温系数；     a—输入功率系数。1.1.8渗透空气显热冷负荷1.渗入空气量的计算(1)通过外门开启渗入室内空气量G1(kg/h)，按下式估算：     G1=n1V1pw     (1-18)式中 n1—小时人流量；85–      V1—外门开启一次的渗入空气量，m^3/h；     pw—夏季空调室外干球温度下的空气密度，kg/m^3。  (2)通过房间门、窗渗入空气量G2(kg/h)，按下式估算：    G2=n2V2pw(1-19)式中n2—每小时换气次数；    V2—房间容积，m3。 2.渗透空气的显冷负荷Q(W)，按下式计算：     Q=0.28G(tw-tn)    (1-20)式中 G—单位时间渗入室内的总空气量，kg/h；    tw—夏季空调室外干球温度，℃；    tn—室内计算温度，℃。1.1.9食物的显热散热冷负荷进行餐厅冷负荷计算时，需要考虑食物的散热量。食物的显热散热形成的冷负荷，可按每位就餐客人8.7W考虑。1.1.10伴随散湿过程的潜热冷负荷1.人体散湿和潜热冷负荷(1)人体散湿量按下式计算D=0.001φng(1-21)式中 D—散湿量，kg/h；     g—一名成年男子的小时散湿量，g/h。(2)人体散湿形成的潜热冷负荷Q(W)，按下式计算： Q=φnq2(1-22)式中 q2—一名成年男子小时潜热散热量，W；     φ—群体系数。2.渗入空气散湿量及潜热冷负荷(1)渗透空气带入室内的湿量(kg/h)，按下式计算：D=0.001G(dw-dn)(1-23)(2)渗入空气形成的潜热冷负荷(W)，按下式计算：85– Q=0.28G(iw-in)(1-24)式中dw—室外空气的含湿量，g/kg；    dn—室内空气的含湿量，g/kg；    iw—室外空气的焓，kJ/kg；    in—室内空气的焓，KJ/KG。1.食物散湿量及潜热冷负荷(1)餐厅的食物散湿量(kg/h)，按下式计算：D=0.0115n(1-25)式中n—就餐总人数。(2)食物散湿量形成的潜热冷负荷(W)，按下式计算：Q=8.7n(1-26)2.水面蒸发散湿量及潜热冷负荷(1)敞开水面的蒸发散湿量(kg/h)，按下式计算：D=(a+0.00013v)(Pqb-Pq)AB/B1(1-27)式中A—蒸发表面积，㎡；a—不同水温下的扩散系数；    v—蒸发表面的空气流速；    Pqb—相应于水表面温度下的饱和空气的水蒸气分压力；    Pq—室内空气的水蒸气分压力；    B—标准大气压，101325Pa；    B1—当地大气压（Pa）。1.2各层房间冷负荷计算汇总表1.1二层房间逐时负荷数据2001-2009房东外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw135.035.035.235.636.136.637.137.537.938.238.438.5td0kα1.04kρ0.94t´w134.2234.2234.4134.835.2935.7836.2736.6637.0537.3437.5437.64tnx2685– Δt8.228.228.418.89.299.7810.2710.6611.0511.3411.5411.64k1.5F4*3.6-1.8*1.8=11.16CL137.5137.5140.8147.4155.5163.7171.9178.5185189.9193.2194.82001-2009房东外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW1.2*2.93=3.516FW1.8*1.8=3.24CL44.4354.6862.6667.2170.6370.6368.3563.7954.6844.4335.3127.342001-2009房东外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.380.240.240.230.210.180.150.110.080.070.070.06Dj,max599CCS0.43F3.24*0.75=2.43CL237.84150.21150.21143.96131.43112.6693.8868.8550.0743.8143.8137.552001-2009房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22001-2009房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22001-2009房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00137.5137.5140.8147.4155.5163.7171.9178.5185189.9193.2194.885– 东外墙负荷东窗传热负荷44.4354.6862.6667.2170.6370.6368.3563.7954.6844.4335.3127.34东窗日射负荷237.8150.2150.2143.9131.4112.793.8868.8550.0743.8143.8137.55人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2总计587.7505.8512.5515.2511.8553.1549.2531.8514.9506.7504.3493.9客房最大冷负荷出现在11：00，其值为587.67W2010房东外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw135.035.035.235.636.136.637.137.537.938.238.438.5td0kα1.04kρ0.94t´w134.2234.2234.4134.835.2935.7836.2736.6637.0537.3437.5437.64tnx26Δt8.228.228.418.89.299.7810.2710.6611.0511.3411.5411.64k1.5F6*3.6=21.6CL266.3266.3272.5285.1301.0316.9332.7345.4358.0367.4373.9377.12010房南外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw133.533.232.932.832.933.133.433.934.434.935.335.7td0kα1.04kρ0.94t´w132.7532.4632.1632.0732.1632.3632.6533.1433.6334.1234.5134.9tnx26Δt6.756.466.166.076.166.366.657.147.638.128.518.9k1.5F6*3.6-1.5*2.1*2=15.3CL154.91148.26141.37139.31141.37145.96152.62163.86175.11186.35195.30204.262010房南外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td085– tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW2.1*1.5*2=6.3CL86.39106.3121.8130.7137.3137.3132.9124106.386.3968.6753.162010房南外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max302CCS0.43F6.3*0.75=4.725CL116.6122.7208.6343.6441.8509.3472.5325.267.4961.3655.2255.222010房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n4φ0.93CLs63.0254.0145.0140.5136.01139.5157.5168.8177.8184.6191.3195.8q173.3CL1272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7合计335.7326.7317.7313.2308.7412.2430.2441.5450.5457.2464468.52010房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N400CL4843.238.433.628.8177.6321.6340.8364.8379.2388.8398.42010房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00东外墙负荷266.3266.3272.5285.1301.0316.9332.7345.4358.0367.4373.9377.1南外墙负荷154.9148.3141.4139.3141.4145.9152.6163.8175.1186.3195.3204.3南窗传热负荷86.39106.3121.8130.7137.3137.3132.9124106.386.3968.6753.1685– 南窗日射负荷116.6122.7208.6343.6441.8509.3472.5325.267.4961.3655.2255.22人体负荷335.7326.7317.7313.2308.7412.2430.2441.5450.5457.2464468.5照明负荷4843.238.433.628.8177.6321.6340.8364.8379.2388.8398.4总计1007.931013.491100.351245.531358.971699.231842.571740.741522.221537.921545.891556.68客房最大冷负荷出现在17：00，其值为1842.57W2011-2020房南外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw133.533.232.932.832.933.133.433.934.434.935.335.7td0kα1.04kρ0.94t´w132.7532.4632.1632.0732.1632.3632.6533.1433.6334.1234.5134.9tnx26Δt6.756.466.166.076.166.366.657.147.638.128.518.9k1.5F4*3.6-0.9*1.5=13.05CL132.1126.4120.6118.7120.6124.5130.2139.8149.4158.9166.6174.22011-2020房南外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW0.9*1.5=1.35CL18.5122.7826.112829.4329.4328.4826.5822.7818.5114.7111.392011-2020房南外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max302CCS0.43F1.35*0.75=1.0125CL24.9826.344.773.6394.67109.1101.269.6914.4613.1511.8311.832011-2020房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:0085– CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22011-2020房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22011-2020房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00东外墙负荷132.1126.4120.6118.7120.6124.5130.2139.8149.4158.9166.6174.2东窗传热负荷18.5122.7826.112829.4329.4328.4826.5822.7818.5114.7111.39东窗日射负荷24.9826.344.773.6394.67109.1101.269.6914.4613.1511.8311.83人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2总计367.5360.4369.5393.8413.5557.9635.8627.2594.2608.8619.5630.9客房9最大冷负荷出现在17：00，其值为635W2021房南外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw133.533.232.932.832.933.133.433.934.434.935.335.7td0kα1.04kρ0.94t´w132.7532.4632.1632.0732.1632.3632.6533.1433.6334.1234.5134.9tnx26Δt6.756.466.166.076.166.366.657.147.638.128.518.9k1.5F5.5*3.6-1.5*2.1=16.6585– CL168.6161.3153.8151.6153.8158.8166.1178.3190.5202.8212.5222.32021房南外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW1.5*2.1=3.15CL43.1953.1660.9165.3468.6768.6766.4562.0253.1643.1934.3326.582021房南外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max302CCS0.43F3.15*0.75=2.3625CL58.2961.36104.3171.8220.9254.6236.2162.633.7530.6827.6127.612021房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n4φ0.93CLs63.0254.0145.0140.5136.01139.5157.5168.8177.8184.6191.3195.8q173.3CL1272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7合计335.7326.7317.7313.2308.7412.2430.2441.5450.5457.2464468.52021房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N400CL4843.238.433.628.8177.321.340.364.8379.2388.8398.42021房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00南外墙负荷168.6161.3153.9151.6153.9158.8166.1178.3190.6202.8212.5222.385– 南窗传热负荷43.1953.1660.9165.3468.6768.6766.4562.0253.1643.1934.3326.58南窗日射负荷58.2961.36104.3171.8220.9254.6236.2162.633.7530.6827.6127.61人体负荷335.7326.7317.7313.2308.7412.2430.2441.5450.5457.2464468.5照明负荷4843.238.433.628.8177.6321.6340.8364.8379.2388.8398.4总计653.8645.8675.2735.5780.91072.1220.1185.10931113.1127.1143.客房8最大冷负荷出现在17：00，其值为1220.53W2022-2030房西外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw136.335.935.535.234.934.834.834.935.335.836.537.3td0kα1.04kρ0.94t´w135.4935.134.734.4134.1234.0234.0234.1234.513535.6836.46tnx26Δt9.499.18.78.418.128.028.028.128.5199.6810.46k1.5F4*3.6-1.8*1.8=11.16CL158.8152.3145.7140.8135.9134.3134.3135.9142.5150.6162.1175.22022-2030房西外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW1.8*1.8=3.24CL44.4354.6862.6667.2170.6370.6368.3563.7954.6844.4335.3127.342022-2030房西外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max599CCS0.43F1.8*1.8*0.75=2.43CL118.9125.2212.8350.5450.6519.5481.9331.768.8562.5956.3356.3385– 2022-2030房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22022-2030房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22022-2030房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00西外墙负荷158.8152.3145.7140.8135.9134.3134.3135.9142.5150.6162.1175.2西窗传热负荷44.4354.6862.6667.2170.6370.6368.3563.7954.6844.4335.3127.34西窗日射负荷118.9125.2212.8350.5450.6519.5481.9331.768.8562.5956.3356.33人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2客房2最大冷负荷出现在16：00，其值为1019W2031房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22031房照明散热形成的冷负荷（单位：W）85– 时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22031房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2总计191.9185178173.4168.7294.9375.9391.1407.6418.2426.4433.4客房最大冷负荷出现在22：00，其值为433.4W2032房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n16φ0.93CLs252.1216.1180.1162144558.2630.2675.2711.2738.2765.2783.2q173.3CL1109110911091109110911091109110911091109110911091合计1343130712711253123516491721176618021829185618742032房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N1400CL168151.2134.4117.6100.8621.61126119312771327136113942032房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00人体负荷134313071271125312351649172117661802182918561874照明负荷168151.2134.4117.6100.8621.6112611931277132713611394总计151114581405137013362270284629593079315632173268美容美发室最大冷负荷出现在22：00，其值为3268W2033房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n7085– φ0.93CLs1103945.3787.7708.9630.22442275729543111323033483427q173.3CL1477247724772477247724772477247724772477247724772合计5875571755605481540272147529772678838001812081982033房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N1400CL168151.2134.4117.6100.8621.61126119312771327136113942034房设备散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00估算指标Ｑ5面积F72CL3603603603603603603603603603603603602033房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00人体负荷587557175560548154027214752977267883800181208198照明负荷168151.2134.4117.6100.8621.6112611931277132713611394设备负荷360360360360360360360360360360360360总计640362286054595858638195901492799520968998409953会议室最大冷负荷出现在22：00，其值为9953W2034-2036房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22034-2036房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.285– 2034-2036房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2总计191.9185178173.4168.7294.9375.9391.1407.6418.2426.4433.4客房2最大冷负荷出现在22：00，其值为433.4W2037房西外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw1353535.235.636.136.637.137.537.938.238.438.5td0kα1.04kρ0.94t´w134.2234.2234.4134.835.2935.7836.2736.6637.0537.3437.5437.64tnx26Δt8.228.228.418.89.299.7810.2710.6611.0511.3411.5411.64k1.5F2*3.6-0.9*1.5=5.85CL72.172.173.8177.2481.5385.8290.1193.5496.9799.55101.3102.12037房西外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW0.9*1.5=1.35CL18.5122.7826.112829.4329.4328.4826.5822.7818.5114.7111.392037房西外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max599CCS0.43F0.9*1.5*0.75=1.0125CL49.5552.1688.67146187.8216.5200.8138.228.6926.0823.4723.472037房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n285– φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22037房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n1N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22037房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00西外墙负荷72.172.173.8177.2481.5385.8290.1193.5496.9799.55101.3102.1西窗传热负荷18.5122.7826.112829.4329.4328.4826.5822.7818.5114.7111.39西窗日射负荷49.5552.1688.67146187.8216.5200.8138.228.6926.0823.4723.47人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2总计332332366.6424.7467.5626.6695.3649.5556.1562.4565.8570.4客房3最大冷负荷出现在17：00，其值为695.3W2038-2041房西外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw1353535.235.636.136.637.137.537.938.238.438.5td0kα1.04kρ0.94t´w134.2234.2234.4134.835.2935.7836.2736.6637.0537.3437.5437.64tnx26Δt8.228.228.418.89.299.7810.2710.6611.0511.3411.5411.64k1.5F4*3.6-0.9*1.5-1.2*1.5=11.25CL138.7138.7141.9148.5156.8165173.3179.9186.5191.4194.7196.42038-2041房西外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.485– td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW0.9*1.5+1.2*1.5=3.15CL43.1953.1660.9165.3468.6768.6766.4562.0253.1643.1934.3326.582038-2041房西外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max599CCS0.43F3.15*0.75=2.3625CL115.6121.7206.9340.8438.1505.1468.6322.566.9460.8554.7754.772038-2041房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22038-2041房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22038-2041房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00西外墙负荷138.7138.7141.9148.5156.8165173.3179.9186.5191.4194.7196.4西窗传热负荷43.1953.1660.9165.3468.6768.6766.4562.0253.1643.1934.3326.58西窗日射负荷115.6121.7206.9340.8438.1505.1468.6322.566.9460.8554.7754.7785– 人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2总计489.3498.5587.8728.1832.310341084955.6714.2713.7710.2711.2客房4最大冷负荷出现在17：00，其值为1084W2042-2045房东外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw1353535.235.636.136.637.137.537.938.238.438.5td0kα1.04kρ0.94t´w134.2234.2234.4134.835.2935.7836.2736.6637.0537.3437.5437.64tnx26Δt8.228.228.418.89.299.7810.2710.6611.0511.3411.5411.64k1.5F4.5*3.6-1.5*1.5=13.95CL171.9171.9176184.2194.4204.7214.9223.1231.2237.4241.5243.52042-2045房东外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW1.5*1.5=2.25CL30.8537.9743.5146.6749.0549.0547.4744.337.9730.8524.5218.992042-2045房东外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max599CCS0.43F2.25*0.75=1.6875CL82.5886.93147.8243.4313360.8334.7230.447.8143.4639.1239.122042-2045房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.985– q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22042-2045房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22042-2045房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00东外墙负荷171.9171.9176184.2194.4204.7214.9223.1231.2237.4241.5243.5东窗传热负荷30.8537.9743.5146.6749.0549.0547.4744.337.9730.8524.5218.99东窗日射负荷82.5886.93147.8243.4313360.8334.7230.447.8143.4639.1239.12人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2总计477.2481.8545.4647.7725.2909.4972.9888.9724.7729.9731.5735.1客房7最大冷负荷出现在17：00，其值为972.9W2046-2047房西外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw136.335.935.535.234.934.834.834.935.335.836.537.3td0kα1.04kρ0.94t´w135.4935.134.734.4134.1234.0234.0234.1234.513535.6836.46tnx26Δt9.499.18.78.418.128.028.028.128.5199.6810.46k1.5F8.5*3.6-1.5*1.5=28.35CL403.4386.8370.2357.7345.2341.1341.1345.2361.9382.6411.74452046-2047房西外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw129.930.831.531.932.232.23231.630.829.929.128.485– +tdtnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW1.5*1.5=2.25CL30.8537.9743.5146.6749.0549.0547.4744.337.9730.8524.5218.992046-2047房西外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max599CCS0.43F2.25*0.75=1.6875CL82.5886.93147.8243.4313360.8334.7230.447.8143.4639.1239.122046-2047房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n4φ0.93CLs63.0254.0145.0140.5136.01139.5157.5168.8177.8184.6191.3195.8q173.3CL1272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7272.7合计335.7326.7317.7313.2308.7412.2430.2441.5450.5457.2464468.52046-2047房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N400CL4843.238.433.628.8177.6321.6340.8364.8379.2388.8398.42046-2047房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00西外墙负荷403.4386.8370.2357.7345.2341.1341.1345.2361.9382.6411.7445西窗传热负荷30.8537.9743.5146.6749.0549.0547.4744.337.9730.8524.5218.99西窗日射负荷82.5886.93147.8243.4313360.8334.7230.447.8143.4639.1239.12人体负荷335.7326.7317.7313.2308.7412.2430.2441.5450.5457.2464468.585– 照明负4843.238.433.628.8177.6321.6340.8364.8379.2388.8398.4总计900.6881.6917.6994.610451341147514021263129313281370客房5最大冷负荷出现在17：00，其值为1475W2048房东外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw1353535.235.636.136.637.137.537.938.238.438.5td0kα1.04kρ0.94t´w134.2234.2234.4134.835.2935.7836.2736.6637.0537.3437.5437.64tnx26Δt8.228.228.418.89.299.7810.2710.6611.0511.3411.5411.64k1.5F2*3.6-0.9*1.5=5.85CL72.172.173.8177.2481.5385.8290.1193.5496.9799.55101.3102.12048房东外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx26Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW0.9*1.5=1.35CL18.5122.7826.112829.4329.4328.4826.5822.7818.5114.7111.392048房东外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max599CCS0.43F0.9*1.5*0.75=1.0125CL49.5552.1688.67146187.8216.5200.8138.228.6926.0823.4723.472048房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.385– 合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22048房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n1N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22048房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00东外墙负荷72.172.173.8177.2481.5385.8290.1193.5496.9799.55101.3102.1东窗传热负荷18.5122.7826.112829.4329.4328.4826.5822.7818.5114.7111.39东窗日射负荷49.5552.1688.67146187.8216.5200.8138.228.6926.0823.4723.47人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.2总计332332366.6424.7467.5626.6695.3649.5556.1562.4565.8570.4客房3最大冷负荷出现在17：00，其值为695.3W2049-2052房东外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw1353535.235.636.136.637.137.537.938.238.438.5td0kα1.04kρ0.94t´w134.2234.2234.4134.835.2935.7836.2736.6637.0537.3437.5437.64tnx26Δt8.228.228.418.89.299.7810.2710.6611.0511.3411.5411.64k1.5F4*3.6-0.9*1.5-1.2*1.5=11.25CL138.7138.7141.9148.5156.8165173.3179.9186.5191.4194.7196.42049-2052房东外窗瞬时传热冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw129.930.831.531.932.232.23231.630.829.929.128.4td0tw1+td29.930.831.531.932.232.23231.630.829.929.128.4tnx2685– Δt3.94.85.55.96.26.265.64.83.93.12.4CW*KW2.93*1.2=3.516FW0.9*1.5+1.2*1.5=3.15CL43.1953.1660.9165.3468.6768.6766.4562.0253.1643.1934.3326.582049-2052房东外窗日射得热引起的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.190.20.340.560.720.830.770.530.110.10.090.09Dj,max599CCS0.43F3.15*0.75=2.3625CL115.6121.7206.9340.8438.1505.1468.6322.566.9460.8554.7754.772049-2052房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n2φ0.93CLs31.5127.0122.5120.261869.7778.7784.488.992.2795.6597.9q173.3CL1136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3136.3合计167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.22049-2052房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N200CL2421.619.216.814.488.8160.8170.4182.4189.6194.4199.22049-2052房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00东外墙负荷138.7138.7141.9148.5156.8165173.3179.9186.5191.4194.7196.4东窗传热负荷43.1953.1660.9165.3468.6768.6766.4562.0253.1643.1934.3326.58东窗日射负荷115.6121.7206.9340.8438.1505.1468.6322.566.9460.8554.7754.77人体负荷167.9163.4158.8156.6154.3206.1215.1220.7225.2228.6232234.2照明负荷2421.619.216.814.488.8160.8170.4182.4189.6194.4199.285– 总计489.3498.5587.8728.1832.310341084955.6714.2713.7710.2711.2客房4最大冷负荷出现在17：00，其值为1084W2053-2054房北外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw13131.431.331.231.231.331.431.631.832.132.432.6td0kα1.04kρ0.94t´w130.3130.730.630.530.530.630.730.8931.0931.3831.6731.87tnx26Δt4.314.74.64.54.54.64.74.895.095.385.675.87k1.5F12*3.6=43.2CL279.29304.56298.08291.6291.6298.08304.56316.87329.83348.62367.42380.382053-2054房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n70φ0.93CLs1103945.3787.7708.9630.22442275729543111323033483427q173.3CL1477247724772477247724772477247724772477247724772合计5875571755605481540272147529772678838001812081982053-2054房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N2000CL2402161921681448881608170418241896194419922053-2054房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00东外墙负荷279.3304.5298.1291.6291.6298.1304.6316.9329.8348.6367.4380.4人体负荷587557175560548154027214752977267883800181208198照明负荷240216192168144888160817041824189619441992总计6394.296237.566050.085940.65837.68400.089441.569746.8710036.8310245.6210431.4210570.38客房最大冷负荷出现在22：00，其值为10570W85– 2055房北外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw13131.431.331.231.231.331.431.631.832.132.432.6td0kα1.04kρ0.94t´w130.3130.730.630.530.530.630.730.8931.0931.3831.6731.87tnx26Δt4.314.74.64.54.54.64.74.895.095.385.675.87k1.5F12*3.6=43.2CL279.3304.5298.1291.6291.6298.1304.6316.9329.8348.6367.4380.42055房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n60φ0.93CLs945.3810.2675.2607.7540.12093236325322667276828702937q173.3CL1409040904090409040904090409040904090409040904090合计5035490047654698463061836453662267576858696070272055房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N1600CL192172.8153.6134.4115.2710.41286136314591517155515942055房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00东外墙负荷279.3304.5298.1291.6291.6298.1304.6316.9329.8348.6367.4380.4人体负荷503549004765469846306183645366226757685869607027照明负荷192172.8153.6134.4115.2710.4128613631459151715551594总计5506.295377.365216.685124.05036.87191.488043.568301.878545.838723.628882.429001.38包间12大冷负荷出现在22：00，其值为9001.38W2056房北外墙冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00tw13131.431.331.231.231.331.431.631.832.132.432.685– td0kα1.04kρ0.94t´w130.3130.730.630.530.530.630.730.8931.0931.3831.6731.87tnx26Δt4.314.74.64.54.54.64.74.895.095.385.675.87k1.5F14*3.6=50.4CL325.5355.1347.7340.3340.3347.7355.1369.9384.6406.8429443.82056房人体散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.280.240.20.180.160.620.70.750.790.820.850.87qs60.5n90φ0.93CLs141812151013911.5810.23140354537984000415243044406q173.3CL1613561356135613561356135613561356135613561356135合计75537351714870476945927596809933101361028810440105412056房照明散热形成的冷负荷（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00CLQ0.10.090.080.070.060.370.670.710.760.790.810.83n11.2n21N2700CL324291.6259.2226.8194.411992171230024622560262426892056房各分项逐时冷负荷汇总表（单位：W）时间11:0012:0013:0014:0015:0016:0017:0018:0019:0020:0021:0022:00东外墙负荷325.5355.1347.7340.3340.3347.7355.1369.9384.6406.8429443.8人体负荷7553735171487047694592759680993310136102881044010541照明负荷324291.6259.2226.8194.41199217123002462256026242689总计8203799777557614748010821122061260312983132541349313674最大冷负荷出现在22：00，其值为13674W二层总冷负荷为58643.08W：85– 1.3各层房间冷负荷计算汇总本设计冷、热、湿负荷由鸿业按逐时计算，其结果汇入下表：单位：冷(W)湿(kg/h)房间号面积总冷负荷(含新风)冷负荷(不含新风)总湿负荷(含新风)湿负荷(不含新风)新风负荷新风湿负荷新风量(m^3/h)1001[大厅]96050918.941734.3115.048.289184.616.7610001002[办公]201540.151047.180.60.25492.970.35601003[包间1]242965.51587.811.980.971377.691.011501004[包间2]303067.561689.871.980.971377.691.011501005[包间3]303138.441760.751.980.971377.691.011501006[包间4]222926.941549.251.980.971377.691.011501007[包间5]222925.851548.161.980.971377.691.011501008[包间6]303160.651782.961.980.971377.691.011501009[包间7]403017.351639.661.980.971377.691.011501010[包间8]463161.461783.771.980.971377.691.011501011[包间9]302841.351463.661.980.971377.691.011501012[包间10]302841.351463.661.980.971377.691.011501013[包间11]302798.631420.941.980.971377.691.011501014[包间13]623481.792104.091.980.971377.691.011501015[包间14]503249.131871.441.980.971377.691.011501016[包间15]202641.351263.661.980.971377.691.011501017[包间16]202641.351263.661.980.971377.691.011501018[包间17]222681.351303.661.980.971377.691.011501019[包间18]222681.381303.691.980.971377.691.011501020[包间19]222681.351303.661.980.971377.691.011501021[包间20]222681.351303.661.980.971377.691.011501022[包间21]362970.351592.661.980.971377.691.011501023[包间22]302526.31148.611.820.811377.691.011501024[包间26]202660.561282.871.980.971377.691.011501025[包间25]362964.641586.941.980.971377.691.011501026[包间24]823872.752495.061.980.971377.691.011501027[包间23]1004249.952872.261.980.971377.691.011503001[客房]20236718680.610.264990.35603002[客房2]20236718680.610.264990.35603003[客房]20236718680.610.264990.35603004[客房]20236718680.610.264990.35603005[客房]20236718680.610.264990.35603006[客房]20236718680.610.264990.35603007[客房]20236718680.610.264990.35603008[客房]20236718680.610.264990.35603009[客房]20236718680.610.264990.35603010[客房]22177612770.610.264990.356085– 3011[客房2]20210916100.610.264990.35603012[客房2]22167611770.610.264990.35603013[客房]26179913000.610.264990.35603056[客房]24175812590.610.264990.35603057[客房]24175812590.610.264990.35603060[客房]1081093982353.311.3927040.12325汇总310443223843865609814由上表汇总，大楼最大冷负荷时刻出现在15：00，最大冷负荷（不含新风负荷）为282486W。85– 第2章空调系统方案的比较选择2.1空调系统方案的比较表2.1常用空调系统比较系统分类项目集中式系统半集中式系统分散式系统单风管定风量变风量风机盘管诱导器单元式或房间空调器初投资一般较差一般较差较好节能效果与运行费用较好较好一般较差一般施工安装较差较差一般一般较好使用寿命较好较好一般较好较差使用灵活性较差较差一般一般较好机房面积较差较差一般一般较好恒温控制较好一般一般较差一般恒湿控制较好较差较差较差较差消声较好较好一般较差较差隔振较好较好一般较好较差房间清洁度较好较好较差较差较差风管系统较差较差一般一般较好维护管理较好较差一般一般较差防火、防爆、房间串气较差较差一般较好较好2.2空调系统方案选择第一层,第三层空调系统考虑到自助餐厅、大厅以及包厢人员密度较大，采用全空气式系统。空调机组安装在建筑东侧楼梯处。第一层的包厢采用风机盘管加独立新风空调系统。空气经空调器集中处理后经送风管道送至风机盘管送风口，并与之混合。空调器放在建筑东侧入口处。第二层至第三85– 层的客房，仅采用风机盘管系统，不另送新风，新风以自然通风的方式由窗户引进。室内冷负荷由风机盘管承担。因为风机盘管系统是目前我们民用建筑空调中采用最为普通的一种空调系统形式，它以其投资少，使用灵活性高等优点，广泛用于各种建筑之中，尤其是酒店客房、办公楼等建筑，目前大量采用了这一系统。这种方案既具有较高的调节和运转的灵活性，且进入风机盘管的供水温度可适当提高，水管的结露现象可得到改善。二层至三层房间层高3.6m，每个房间风机盘管采用卧式暗装。独立新风系统加风机盘管实际上是一个直流式空调系统加上若干个循环小空调系统组成。它具有以下特点：1.一次回风系统相比，可进行局部区域的温度控制。各房间可通过风机盘管控制供冷量与供热量，以满足其正常使用的要求，这产生两个优点：第一，各房间都在各自不同的温度要求下使用，因而使用更为灵活;第二，当部分房间温度标准可降低甚至可以停止风机盘管的运行，因此有利于全年的节能。2.可部分节省整个大楼空调的电气安装容量。3.由于风机盘管的体积较小，结构紧凑，因此布置灵活，对一些空间有限或较常见的框架结构类型的建筑，有较好的适用性。另外，只要水管管径足够，对于建筑的扩建或改建来说，都是较容易实现的。4.各房间可独立调节室温，房间没人时可方便的关掉机组（关风机），不影响其它房间，从而比其它系统节省运转费用。此外，房间之间空气互不串通。又因风机多档变速，在冷量上能由使用者直接进行一定的调节。5.由于各房间都设风机盘管，因此台数较多，导致检修和日常维护困难。6.水管进入室内，要求施工严格，特别是认冷冻水管的保温施工要求较好，否则将导致水管漏水或产生凝结水滴至吊顶，严重影响房间的正常使用。7.通常这一系统需要每个房间内至少有一个送风口和回风口，这与室内装修有可能会存在一定的矛盾，需要与装修设计一起协调解决。8.室内空调噪声主要取决于风机盘管本身的质量。如果风机盘管本身的噪声很大，则很难消除它对室内的影响。9.每个风机盘管必须接凝结水管，其排水坡度的要求有时也会影响吊顶的布置及高度，或导致排水不畅。10.当风机盘管机组没有新风系统同时工作时，冬季室内相对湿度偏低，故此种方式不能用于全年室内湿度有要求的地方。风机盘管由于噪声的限制因而风机转速不能过高，所以机组剩余压头很小，气流分的受限制，适用于进深小于6m房间。85– 2.3空调水系统的设计表2.2水系统的类型及其特征和优缺点类型特征优点缺点闭式管路系统不与大气相接触，仅在系统最高点设置膨胀水箱1．管道与设备的腐蚀机会少2．不需克服静水压力，水泵功率低3．系统简单与蓄热水池连接比较复杂开式管路系统与大气相通与蓄热水池连接比较简单1．水中含氧量高，管路与设备的腐蚀机会多2．需要增加克服静水压力的额外能量3．输送能耗大同程式供、回水干管中水流方向相同，经过每一环路的管路长度相等1．水量分配、调节方便2．便于水力平衡1．需要回程管，管路长度增加2．初投资稍高异程式供、回水干管中水流方向不同，经过每一环路的管路长度不等1．水量分配、调节较难2．水力平衡麻烦1．不需要回程管，管路长度较短，管路简单2．初投资稍低两管制供冷、供热合用一管路系统1．管路系统简单2．初投资省无法满足供冷、供热的要求三管制分别设置供冷、供热管路与换热器，但冷、热回水共用1．能同时满足供冷、供热的要求2．管路系统较四管制简单1．有冷、热混合损失2．投资高于两管制3．管路布置较复杂四管制供冷、供热的供、回水管均分开设置，具有冷、热两个系统1．能灵活实现同时供冷供热2．没有冷热混合损失1．管路系统复杂2．初投资高3．占有建筑空间较多定流量系统中的循环水量保持定值，负荷变化时，通过改变供或回水温度来匹配1．系统简单，操作方便2．不需要复杂的自控设备1．配管设计时，不能考虑同时使用系数2．输送能耗始终处在设计的最大值变流量系统中的供回水温度保持定值，负荷改变时，通过供水量变化来适应1．输送能耗随负荷减少而降低2．1．系统比较复杂2．必须配备自控设备85– 配管设计时，可以考虑同时使用系数，管径相应减小1．水泵容量、电耗也相应减少单式泵冷热源侧与负荷侧合用一组循环水泵1．系统简单2．初投资省1．不能调节水泵流量2．难以节省输送能耗3．不能适应供水分区压降较悬殊的情况复式泵冷热源侧与负荷侧分别配备循环水泵1．可以实现水泵变流量2．能节省输送能耗3．能适应供水分区不同压降4．系统总压力低1．系统较复杂2．初投资较高通过对空调水系统各个类型的比较，最后确定本次设计的空调水系统采用双管制、同程式、闭式、变流量系统。2.3.1闭式系统由于我们设计的空调系统属于高层中央空调系统，高层中央空调系统的水系统只可能是闭式系统，由于闭式系统内没有任何部分与大气相通，无论水泵运行或停止期间，管内都始终充满水，以防止管道的腐蚀。因此，要求在闭式系统中，必须设置一定的定压设备以保证高层建筑顶部水管（即管内处于正压状态），本次设计中，此定压设备用膨胀水箱。2.3.2双管制系统两管制系统是目前我国绝大多数高层民用建筑中采用的空调水系统方式。它具有管路系统简单、初投资省等优点。2.3.3同程式与异程式相结合系统在同程式系统中，水流通过各个末端设备时的路程都是相同（或基本相同）的，这带来的好处是各个末端环路的水流阻力较为接近，有利于阻力平衡，可以减少系统初调试的工作量。当然这种平衡是有利的。同时，对于阻力相差较大的管路，以异程式的方式接入冷冻水系统，有利于阻力平衡。85– 2.3.4一次泵变水量系统所谓变水量系统，即负荷侧在运行时，水量不断变化的水系统。一次泵变水量系统是目前我国的高层民用建筑中采用最为广泛的空调水系统。一次泵变水量系统的基本原理是：在系统处于设计状态下，所有设备都满负荷运行，压差旁通开度为零（无旁通水量），这时压差控制器两端接口处的压力差（又称用户侧供回水压差）即是控制器的设定值。当末端设备负荷变化时，末端的阀门关小，供回水压差将会提高而超过设定值，在压差控制器的作用下，旁通阀打开，由于旁通阀与用户侧水系统并联，它的开度加大将会使总供回压差减小直至达到设定值才停止继续开大，部分水从旁通阀流过而直接进入回水管，与用户侧回水管混合后进入水泵及冷水机组。在此过程中，基本保持了冷冻水泵及冷水机组的水量不变。水泵与冷水机组的连接方式采用水泵与冷水机组一一对应连接。这种方式的优点是控制及运行管理简单，各冷水机组相互干扰少，水量保证性较高。其缺点是实际工程中，由于水泵与冷水机组布置位置的影响，造成管道相对较多，并且尤其要注意水泵与冷水机组之间的管道放空气问题。当只有一台冷水机组和对应的水泵运行时，由于水泵出口止回阀的作用，水不能通过停止运行的冷水机组及水泵而回流到正常运行的水泵中，这也是其较为有利的一点。2.4空调分区高层建筑水系统内所承受的水压比较大，通过系统水压分布分析，考虑各种综合因素影响，当所选用设备和构件不能承受系统水压时，水系统应该进行分区，所以将第二层分为一区和二区，本次设计中，考虑到综合影响因素，垂直高度10.8m可不进行竖向分区，采用一泵到顶的系统。2.5设备层所谓设备层，是指建筑物的某层的其有效面积大部分作为空调、给排水、电器、电梯等机房设备的楼层。本次设计根据其建筑物的特点，将冷冻机房布置在首层空调机房，新风机组布置在一层的门厅入口处，处理一层包间的新风负荷。85– 第3章送风量的确定和机组的选型3.1送风量的确定以房间3001计算为例:取2人,房间3001总余热量∑Q=1.69kw总余湿量∑W=0.14g/h热湿比∑=Q/W=1.69*3600/0.14=43457(无限大)在I-d图上确定室内空气状况点N,通过该点画出热湿比线，取送风温差为△t=6℃则送风温度为t=20℃从而得出：in=56.19kj/kg.io=43.32kj/kg图3.1焓湿图dn=10.63g/kg.do=10.59g/kg按消除余热计算送风量：G=Q/1.2*（in-io）=1.69/1.2*(56.19-43.32)=0.11kg/s=472.73m3/h3.2风机盘管选型计算以第二层房间1为例：散湿量W=q.n式中：q----成年男子散湿量．参考《空气调节》表2.16n----室内人数．　W=q.n=109×2=218g/h=0.06g/s（3-1）Q=1868W（3-2）=Q/W=1868/0.06=31133（3-3）因为风机盘管大多用于舒适性空调，一般不受送风温差限制，故可采用较低的送风温度，过N点作线与＝90％线相交即得送风点O.房间送风量G=Q/(in-io)=1868/(56-41)=0.12kg/s（3-4）新风量GW=60m3/h=0.02kg/s（3-5）85– 风机盘管风量GF=0.12-0.02=0.1kg/s（3-6）iM=(G*io-GW*ik)/GF=(0.12×41-0.02*56)/0.1=38kj/kg（3-7）风机盘管全冷量QT=GF(in-im)=0.1×(56-38)=1.8kw（3-8）风机盘管显冷量QS=GFCP(tn-tm)=0.1×1.01(26-12)=1.4kw（3-9）参考《海尔空调风机盘管样本》选风机盘管型号FP-10.2WA一台,进回水温度7℃/12℃,水量972Kg/h,水压降35KPa.3.3新风量的确定确定新风量的依据有下列三个因素：1.卫生要求在人体长期停留的空调房间内，新鲜空气的多少对健康有直接影响。在实际工作中，一般规范确定：不论每人占房间体积多少，新风量按大于等于30m3/h·人采用。对于人员密集的建筑物，如采用空调的体育馆、会场，每人所占的空间较少，但停留的时间很短，可分别按吸烟和不吸烟的情况，新风量以7～15m3/h·人计算。由于这类建筑物按此确定的新风量占总风量的百分比可能达30%～40%，从而对冷量影响较大。2.补充局部排风量、保持空调房间的“正压”要求当空调房间内有排风柜等局部排风装置时，为了不使房间产生负压，在系统中必须有相应的新风量来补偿排风量。考虑本设计采用直流式空调系统，排风量与门窗的开启度有关，以此方式不便确定新风量。3.总送风量的10%一般规定，空调系统中的新风量占送风量的百分数不应低于10%。综上所述，房间新风量取其最大值。以第一层包厢1004为例：根据卫生要求得新风量：G=10×15=150m3/h；根据总送风量的10%得新风量：G=0.1×1358=135.8m3/h85– 故取包厢1004新风量：G=150m3/h3.4新风负荷计算新风负荷可由下式计算：Q=G×ρ×Δh×1000/3600(3-10)式中：G----新风量，m3/h;Δh---室内空气与室外空气的焓差，KJ/Kg；hn=56KJ/Kg,hw=95KJ/Kg,经计算取Δh=39KJ/Kgρ---空气的密度,Kg/mρ=1.19Kg/m3包括确定送风口的形式、位置、个数和风量。3.5送风量统计结果和机组的选型第一层的大厅、自助餐厅以及三的餐厅采用全空气式系统。第一层包厢采用风机盘管加新风的形式，即把新风处理到室内空气状态，定风量输送到各房间，并不承担室内负荷，室内冷负荷由风机盘管承担；而二、三层的客房仅采用风机盘管，根据室内冷负荷和风量选择风机盘管，查鸿业软件中的海尔风机盘管选型。表3.1风机盘管汇总表房间冷负荷(w)湿负荷（kg/h）计算风量（m3/h）风机盘管型号及台数设计风量（m3/h）水量(kg/h)水压降（kpa）100150918.9115.0420367采用空调器10021047.180.25538.5FP-5.1WA/A一台5254801610031587.810.97519.6FP-5.1WA/A一台525480161004-10051760.750.97633.9FP-6.8WA/A一台680750181006-10071548.160.97506.7FP-5.1WA一台5105401685– 1008-10101782.960.97641.9FP-6.8WA/A一台680750181011-10131463.660.97479FP-5.1WA一台5105401610142104.10.97946.8FP-5.1WA两台5105401610151871.440.97673.7FP-3.4WA/A两台340360101016-10171263.660.97454.9FP-5.1WA一台51054016305827680.261384FP-6.8WA/A两台6807501830594948215.8722266.9采用空调器306082341.394940.4FP-17WA两台1700156038FP-13.6WA一台1360138035第一层的大厅，自助餐厅和包厢采用集中式空调系统,分为二个区，分别采用全空气式系统和新风机组送风到房间后再与经风机盘管处理后的风相混合，再送入室内。第三层的大空间也采用全空气系统。空调方式为单风道定风量方式,根据总送风量和总冷量选择空气处理机组.参考鸿业软件设备选型选择型号G-3X2DF一台(新风工况)，查鸿业软件设备选择海尔立式明装空调机组G-22F一台和G-18F一台，机组性能参数表如下：表3.3机组性能参数表机组额定风量m3/h长*宽*高电机KW-极数风机电机数量机组余压Pa供冷量KW水量T/h水阻力KPaG-22F220002460*940*21903.0-42/1350146．882530036.6G-18F180002340*800*14203.0-42/1300121．992100054.2G-3X2DF60002020*1130*6183.0-42/129033．9582013.785– 第4章空调风系统的设计4.1气流组织形式4.1.1确定送风方式目前国内空调房间气流组织的常用送风方式，主要有侧送、孔板送风、散流器送风、条缝送风、喷口送风等五种。对与本设计北京市某大酒店来说，主要采用侧送和散流器送风两种。1、侧送送风方式这是空调工程中最常用的一种送风方式，一般以贴附射流形式出现，工作区通常是回流。侧送方式有下述四种：（1）侧上送上回、上送下回、上送走廊回风；（2）侧外送上回；（3）双侧内送下回或双侧内送上回；（4）中部双侧内送上下会或中部双侧内送下回、上排风。在本设计中，对于客房这类小面积空调房间，宜采用单侧送风，上送上回。对于有室温允许波动范围要求的空调房间，侧送风口应满足下列调节要求：（1）风口之间风量调节；85– （2）流轴线水平方向的调节，使送风速度均匀；（3）竖向仰角的调节，一般以向上10~20°的仰角，加强贴附，增加射程；（4）水平面扩散角的调节。本设计采用双层百叶送风口，型号分别为：778x115、478x115.2、散流器送风方式本设计在空调面积较大的房间如大堂、自助餐厅和包厢等房间采用散流器下送方式。设计顶棚密集布置散流器下送时，必须使送出射流的扩散角为20~30°，才能在散流器下面形成向下的气流流动。选择下送散流器时，应选用扩散角大的，散流器之间的间距包括对角斜向间距在内，不宜超过3米，散流器中心线离墙距离不宜小于1米，否则难以形成单向流流程。4.1.2送风口形状1.对于客房、办公室、会议室的风机盘管送风口选用条形双层百叶风口（铝合金）；2.大厅、自助餐厅、包厢等采用吊顶风柜的送风口通常采用带调节阀的散流器。4.1.3回风口布置方式与型式1.回风口的布置（1）空调房间的气流流型主要取决于送风射流，回风口的位置对气流流型影响很小，对区域温差的影响也小。因此除了高大空间或面积大且有较高区域温差的空调房间外，一般仅在一侧集中布置回风口；（2）风口不应设在射流区内。对于侧送方式，一般设在送风口同侧下方。下部回风量使热风送下，如果采用孔板和散流器送风形成单向流流型时，回风应设在下侧；（3）走廊的多间的空调房间，如对消声、洁净度要求不高，室内又不排出有害气体时，可在走廊端头布置回风口集中回风，而在各空调房间内，在与走廊邻接的门或内墙下侧，宜设置可调百叶栅口，走廊两端应设密闭性能较好的门；（4）空调区域的局部热源，可用排风罩或风口型式进行隔离，这时如果排出空气的焓低于室外空气焓，则排风口可作为回风口之一接在回风系统的管路中。2.回风风速与型式85– （1）风口风速按《设计手册》选用；（2）回风口在空调器上，与新风混合后经空调器处理送入大厅。4.2风系统设计方案4.2.1风管材料风管材料一般采用薄钢板刷漆或镀锌钢板；利用建筑空间或地沟的也可采用钢筋混凝土或砖砌风道，其表面应抹光，要求高的还要刷漆，地沟风道要做防水处理；放在有腐蚀气体房间的风管应采用塑料或玻璃钢。4.2.2风管的形状与尺寸本设计中均采用矩形风管，其占有效空间较小，易于布置、明装较美观。矩形风管尺寸根据《简明空调设计手册》选择，其高宽比在2.5以下。4.2.3风管内的风速根据《简明空调设计手册》提供的资料，对于噪声标准在35-50DB（A）之间的风管，其风速按下列标准选取，主管风速为4-7m/s，支管风速为2-4m/s，新风入口风速为3.5m/s。4.2.4风管的布置布置风管时应注意布置整齐、美观和便于检修、测试。应与其他管道统一考虑，要防止冷热管道间的不利影响。设计时应考虑各种管道的装拆方便。风管布置时，应尽量减少局部组力。对于方形风管，三通或四通的弯管应有与弯管相同的曲率半径。弯管和三通的后面，以有4～5个当量直径的直管再接支管为好。风管的变径作成渐扩管或渐缩管。渐扩管每边扩展角度不大于15º，渐缩管每边收缩角度不大于30º。4.2.5风管阀门85– ⑴一次性调节阀a.在支风管上采用电动调节阀、三通阀等使风系统风压平衡；b.在三通分支处设三通调节阀，或在分支管上设调节阀。明显不利的环路不设调节阀。c.送风口处，百叶风口宜采用带调节阀的送风口，要求不高的可采用双层百叶风口，用调节风口的角度调节风量。d.在回风或回风支管上设调节阀时，回风的各三通处可不设调节阀。e.在需设防火阀处可设置电动防火阀。⑵经常开关的调节阀主要有新风阀、一次和二次回风阀及排风阀。新风阀和排风阀选用电动阀，本设计选用三通电动阀，与风机联锁，以防止误操作。4.3风管水力计算（假定流速法）4.3.1采用假定流速法计算管径一层管段14计算（1）风量为754m3/h,初选定流速ν=3m/s,则要求断面为：A=754/（3600×3）=0.07㎡选定断面为320mm×220mm，这时实际流速为：ν=754/（0.32*0.22×3600）=2.98m/s(2)由选定尺寸得当量直径：dν=2ab/(a+b)=2×320*220/(320+220)=260m备注：各部件局部阻力系数，查文献[5]表5-2及相关资料。送风口：ξ＝0.79（有效面积80%）风管加湿器ξ＝1.0弯头（不变径）：ξ＝0.29蝶阀（全开）：ξ＝0.3分流旁三通：ξ＝0.45分流直三通（变径）：ξ＝0.1分流直三通（不变径）：ξ＝0.05分叉三通（变径）：ξ＝0.304分叉三通（不变径）：ξ＝0.247导流片：ξ＝0.45电动调节阀：ξ＝0.83防火阀：ξ＝0.3静压箱：ξ＝1.0软接：ξ＝1.085– 4.3.2最不利环路阻力计算1风管的摩擦阻力计算计算矩形风管的比摩阻时，利用有关当量直径（流速当量直径和流量当量直径）的概念，把矩形风管换算成圆形风管，再应用它的线算图查取。2风管的局部阻力计算一层分为二个区，系统送风干管最不利环路局部阻力计算3校核风系统所需的风量和风压一层一区当前最不利环路为1-2-3-4-5-6-7-8-9-10，将计算结果统计于下表：表4.1一层一区风管水力计算编号风量(m^3/h)风速(m/s)Rm(Pa/m)宽(mm)高(mm)长(m)ζ△Pd(Pa)△Pl(Pa)△P(Pa)10754.333.270.59320.00200.009.151.9212.355.4217.7693771.675.240.69500.00400.004.020.071.152.753.9185280.335.870.73500.00500.006.000.6413.224.4117.6276789.004.750.37630.00630.006.000.050.682.242.9268297.674.570.30800.00630.006.000.101.251.823.0759806.335.450.451000.00500.002.160.040.710.971.69415840.995.500.391600.00500.003.840.223.991.505.49317349.664.780.241600.00630.006.000.060.821.462.29218858.335.200.291600.00630.006.000.060.971.712.68120366.995.660.392000.00500.003.780.275.231.476.69计算汇总：当前最不利环路的阻力损失为71.45Pa85– 风口的局部损失为△Pζ=0.5ζρv2=0.5*0.79*1.2*3.272=5.1pa；取法兰接头处阻力及漏风约20Pa，为保持室内正压10Pa。则该环路的总的阻力损失为△P总=△Pζ+71.45+20+10=106.5pa<350pa（空调器的全压）。再校核风量Q=20367m3/h<22000m3/h因此，该层选择的空调器适合。图4.1一层二区风管布置由图可知，一层二区当前最不利环路为0-1-2-3-4-5-6-7-8-9-10-11-12-13-14，将计算结果统计于下表：表4.3一层二区风管水力计算编号风量(m^3/h)风速(m/s)Rm(Pa/m)宽(mm)高(mm)长(m)ζ△Pd(Pa)△Pl(Pa)△P(Pa)14150.003.211.51130.00100.0011.012.2713.9916.6130.6013300.005.563.87150.00100.001.750.071.306.778.0712450.005.212.59200.00120.002.520.050.816.547.3511600.005.562.65250.00120.000.560.040.741.502.2410750.005.432.32320.00120.002.970.122.126.889.009900.004.881.48320.00160.003.850.091.295.717.0081050.005.701.98320.00160.005.880.101.9511.6313.5771200.005.211.40320.00200.000.750.071.141.062.2061350.005.861.75320.00200.003.440.153.096.029.1151500.005.211.19320.00250.002.750.060.983.284.2541650.005.731.42320.00250.004.820.305.916.8612.7731800.004.880.90320.00320.000.480.060.860.431.2921950.005.421.14400.00250.007.220.254.408.2612.6612100.005.831.32400.00250.002.400.255.103.168.2704650.005.130.58630.00400.004.180.000.12.442.5485– 计算汇总：当前最不利环路的阻力损失为130.82Pa风口的局部损失为△Pζ=0.5ζρv2=0.5*0.79*1.2*3.52=5.81pa；取法兰接头处阻力及漏风约20Pa，为保持室内正压10Pa。则该环路的总的阻力损失为△P总=△Pζ+130.82+20+10=166.6pa<225pa（新风机组的全压）。再校核风量Q=4650m3/h<6000m3/h因此，该层选择的新风机组适合。三楼风管当前最不利环路为1-2-3-4-5-6-7-8-9-10-11，将计算结果统计于下表：表4.7三楼风管水力计算编号风量(m^3/h)风速(m/s)Rm(Pa/m)宽(mm)高(mm)长(m)ζ△Pd(Pa)△Pl(Pa)△P(Pa)11835.783.871.09500.00120.003.061.7315.543.3218.86103343.125.901.11630.00250.005.250.061.255.857.1195014.685.570.871000.00250.005.250.040.754.595.3486686.245.800.751000.00320.005.250.040.813.924.7378357.805.800.701250.00320.005.250.051.013.694.70610029.365.570.531250.00400.005.250.071.302.774.07511700.925.200.381250.00500.005.250.081.301.993.29413372.485.940.491250.00500.005.250.071.482.564.05315044.046.690.611250.00500.005.250.225.903.209.10216715.605.800.431600.00500.005.690.275.382.467.83116715.605.800.431600.00500.004.140.275.381.797.16计算汇总：当前最不利环路的阻力损失为77.18Pa风口的局部损失为△Pζ=0.5ζρv2=0.5*0.79*1.2*3.872=7.1pa；取法兰接头处阻力及漏风约20Pa，为保持室内正压10Pa。则该环路的总的阻力损失为△P总=△Pζ+77.18+20+10=114.3pa<29085– pa（新风机组的全压）。再校核风量Q=16715m3/h<18000m3/h因此，该层选择的新风机组适合。检查各并联支管阻力平衡情况:以一层一区节点5为例，有两根并联支管,即管段25-26(1=11.26Pa)和管段27-28(16＇-6=14.19Pa)现在对管段1-2-3-4-5-6和管段16＇-16-14-6进行阻力平衡计算,两者的阻力为:=20.6％>15％不符合要求.如改变管段25-26的风管尺寸从500×200变为500×250,则风速为V=1.68m/s,比摩阻R=0.12,摩擦阻力RL=4.09Pa,增大矩形插板阀的插入深度则局部阻力系数变为2,管段25-26总阻力1=12.95Pa,管段27-28和管段25-26两者的阻力为:=8.7％<15％符合要求.其它接点均按此方法进行阻力平衡计算.若并联于某节点的两根支管的阻力不平衡率超过15％.首先用改变支管管径的方法进行调节.其次用改变矩形插板阀开启角度增大局部阻力系数加以调节.85– 第5章空调水系统的设计5.1水系统管路布置本设计的空调冷冻水系统采用同程式和异程式相结合的方式，即风机盘管冷冻水供回水系统采用同程式（二层一区异程式），层与层之间采用异程式，采用闭式系统另设膨胀水箱。压力水管的水流速主要是经济和噪声两个因素。管内最大流速按《空调设计手册》选用。低压系统，不大于DN50的水管可用焊接钢管，大于DN50的水管用无缝钢管，高压系统全部用无缝钢管。1.放气和泄水（1）闭式系统冷水管均应有0.003的坡度，最小坡度不应小于0.002。当多管在一起敷设时，各管路坡向宜相同，以便采用共同支架。如因条件限制无坡度敷设，管内水流速不应小于0.25m/s；（2）闭式系统在冷水管路的最高点（当无坡度敷设时，在水平管水流的终点）设排气装置（集气罐或自动排气阀）；（3）系统的最低点和需要单独放水是设备（如表冷器）的下部应设带阀门的放水管，并接入地漏；（4）空调机房内设地漏，水泵、阀门可能漏水的地方设地沟排放。地面的坡度应坡向地漏或地沟，地面应作防水处理。2.管路的伸缩与固定管道因温度升高或降低而伸缩，进行补偿。补偿器尽可能利用管道的转弯进行补偿，不足时采用方形伸缩器、波形伸缩器等补偿。水平管和立管有活动支架和固定支架且坚固耐用。3.过滤器85– 在水系统中的水泵、换热器、孔板以及表冷器（冷热盘管）、加热器等入口上设过滤器，以防止系统中大颗粒杂物堵塞。一般常用Y型过滤器，其外形小，易于安装。阻力系数根据产品来定。4.阀门水管的阀门可采用闸阀、球型阀。对于支管路宜采用外形小、开关灵活的蝶阀。一般在下列地点设阀门：（1）水泵的进口和出口；（2）系统的总入口，总出口；（3）各分支环路的入口和出口；（4）热交换器，表冷器，加热器，过滤器的进出水管；（5）控制三通阀的三端、两通阀的两端，以及为手动运动的旁通阀上；（6）防水及防气管上；（7）压力表的接管上；5.温度计，压力表，流量计一般在每个建筑物的入口和出口水管上设温度计和压力表。必要时，在分支环路和每个集中式系统设温度计。5.2管径确定水管管径d由下式确定：D=(5-1)式中：W———水流量/sV———水流速m/s一般水系统中管内水流速在1.0～2.5m/s之间，应根据推荐值取用。本设计考虑噪声等级要求及经济流速的要求，采用1.0m/s。各房间冷冻水流量W可用下式确定W=Q/C*△T*ρ*1000(5-2)式中：Q------房间冷负荷，W；C------冷冻水的比热，取C=4.19kJ/kg.℃；△T-----进回水温差，进水温度为7℃，回水温度为12℃，取△T=5℃；ρ-----冷冻水的密度，取ρ=1.0×103kg/m3；85– 由计算管径d查表，镀锌钢管，选用合适的标准管径D，再由流量及标准管径查表确定水管比摩阻并计算实际流速V，由实际流速V和冷冻水的密度ρ计算ρV2/2。管段损失＝沿程损失＋局部损失即：Pg＝Σ△Py+Σ△Pj各楼层管段管径确定计算表如下：表5.1一层冷冻水供水水力计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段015925.7892608.400.87129.64DN809.25377.780.000.001199.111199.11管段115925.7892608.400.87129.64DN801.46377.781.00377.78189.68567.46管段215708.4791344.740.86126.28DN805.26367.540.1036.75664.50701.26管段315461.5089908.610.84122.51DN801.85356.070.1035.61227.05262.66管段415300.5988972.910.84120.09DN802.36348.700.1034.87283.32318.19管段5246.971436.130.1945.70DN202.8118.711.5065.48128.30193.79管段615053.6287536.780.82116.41DN802.80337.530.1033.75326.12359.87管段714872.6286484.280.81113.75DN803.27329.470.1032.95372.26405.20管段814872.6286484.280.81113.75DN808.84329.471.00329.471006.011335.48管段914711.7185548.580.80111.42DN802.37322.380.1032.24264.42296.66管段1014530.7184496.080.79108.82DN8030.53314.490.1031.453322.183353.63管段1114530.7184496.080.79108.82DN8040.64314.491.00314.494422.324736.82管段125774.2333577.170.73157.78DN501.50264.311.50396.46236.37632.82管段135594.1532529.990.70148.57DN504.40248.080.1024.81654.27679.08管段145321.1030942.180.67135.11DN503.32224.450.1022.44448.01470.46管段155018.3029181.430.63120.93DN502.79199.630.1019.96337.07357.03管段16306.611782.960.2467.41DN202.3928.841.5043.26161.22204.48管段17306.611782.960.2467.41DN200.2528.841.50100.9316.85117.79管段184711.6927398.470.59107.35DN502.17175.980.1017.60232.79250.39管段19306.611782.960.2467.41DN202.3628.841.5043.26159.34202.60管段20306.611782.960.2467.41DN200.2528.841.50100.9316.85117.79管段214405.0725615.510.93349.90DN404.84429.530.1042.951691.951734.90管段224102.2823854.760.86305.36DN403.23372.510.1037.25986.171023.42管段233836.0422306.600.81268.67DN407.82325.730.1032.572100.862133.43管段243569.8120758.440.75234.29DN403.17282.082.00564.16742.431306.59管段253263.2018975.480.69197.57DN401.53235.710.1023.57302.48326.05管段26136.94796.300.1116.18DN200.965.751.5020.1315.5235.66管段273126.2618179.180.66182.16DN407.56216.340.1021.631378.031399.67管段282905.6416896.310.61158.64DN407.11186.881.50280.321127.871408.20管段292708.1215747.700.75279.10DN321.33280.830.1028.08370.76398.84管段30272.901586.940.2154.66DN202.3722.851.5034.27129.77164.04管段31272.901586.940.2154.66DN200.2522.851.5079.9613.6693.6285– 管段322435.2114160.760.67228.17DN324.11227.090.1022.71936.65959.36管段332211.0212857.070.61190.10DN322.45187.200.1018.72466.11484.82管段34214.541247.530.1735.57DN203.4414.121.5049.41122.35171.76管段351996.4811609.540.55156.87DN323.63152.630.1015.26569.16584.43管段361772.2910305.850.49125.47DN322.09120.280.1012.03262.06274.08管段371557.759058.320.76410.56DN251.94285.600.1028.56797.59826.15管段381557.759058.320.76410.56DN2513.04285.601.50428.405353.635782.04管段39217.311263.660.1736.39DN203.4214.491.5050.70124.60175.30管段401340.447794.660.65308.86DN251.06211.480.1021.15325.91347.06管段411340.447794.660.65308.86DN252.74211.481.50317.21845.451162.66管段421116.256490.970.54218.84DN251.64146.650.1014.67359.72374.39管段43251.701463.660.2047.28DN203.4419.431.5029.15162.79191.94管段44251.701463.660.2047.28DN200.2519.431.5068.0211.8279.84管段45864.545027.310.68458.65DN204.63229.270.1022.932122.612145.54管段46640.353723.620.50260.89DN203.00125.780.1012.58782.15794.73管段47251.701463.660.2047.28DN203.6619.431.5029.15172.88202.03管段48251.701463.660.2047.28DN200.2519.431.5068.0211.8279.84管段49388.642259.960.30103.70DN206.0846.330.104.63630.03634.67管段50251.701463.660.2047.28DN200.4819.430.101.9422.7524.70管段51251.701463.660.2047.28DN203.4419.431.5029.15162.79191.94管段52251.701463.660.2047.28DN200.2519.431.5068.0211.8279.84管段53136.94796.300.1116.18DN202.465.751.5020.1339.8660.00管段54224.191303.690.1838.46DN202.3515.421.5023.1390.26113.38管段55224.191303.690.1838.46DN200.2515.421.5053.969.6263.58管段56224.191303.690.1838.46DN202.3915.421.5023.1392.09115.22管段57224.191303.690.1838.46DN200.2515.421.5053.969.6263.58管段58214.541247.530.1735.57DN201.3114.121.5021.1846.7167.89管段59214.541247.530.1735.57DN200.2514.121.5049.418.8958.31管段60224.191303.690.1838.46DN204.0215.421.5023.13154.66177.79管段61224.191303.690.1838.46DN200.2515.421.5053.969.6263.58管段62224.191303.690.1838.46DN203.8815.421.5023.13149.14172.27管段63224.191303.690.1838.46DN200.2515.421.5053.969.6263.58管段64197.531148.610.1530.73DN203.0211.971.5017.9592.67110.62管段65197.531148.610.1530.73DN200.2511.971.5041.897.6849.57管段66220.611282.870.1737.38DN200.7914.931.5022.3929.6852.08管段67220.611282.870.1737.38DN203.9214.931.5052.25146.45198.71管段68306.611782.960.2467.41DN202.0628.841.50100.93138.59239.52管段69266.241548.160.2152.28DN203.0121.743.00108.71157.50266.21管段700.000.000.000.00DN200.380.000.000.000.000.00管段720.000.000.000.00DN200.130.000.000.000.000.0085– 管段740.000.000.000.00DN200.050.000.000.000.000.00管段76266.241548.160.2152.28DN202.2821.741.5076.10119.19195.29管段77302.791760.750.2465.90DN203.2328.121.5098.43213.17311.61管段78302.791760.750.2465.90DN202.0228.121.5098.43133.13231.57管段79273.051587.810.2154.71DN203.0422.871.5080.05166.45246.50管段80180.081047.180.1426.10DN204.719.951.5014.92122.87137.79管段81180.081047.180.1426.10DN200.259.951.5034.826.5341.34管段828756.4850918.910.6797.94DN706.71224.311.50336.46656.76993.23管段838756.4850918.910.6797.94DN705.43224.311.00224.31531.78756.09管段848756.4850918.910.6797.94DN700.25224.311.00672.9224.48697.41管段85181.001052.500.1426.34DN202.1910.051.5035.1757.7992.96管段86160.91935.700.1321.43DN208.257.941.5027.80176.80204.60管段87181.001052.500.1426.34DN203.7710.051.5015.0799.33114.41管段88181.001052.500.1426.34DN200.2510.051.5035.176.5841.76管段89160.91935.700.1321.43DN202.177.941.5011.9146.4358.35管段90160.91935.700.1321.43DN200.257.941.5027.805.3633.16管段91246.971436.130.1945.70DN201.6818.711.5028.0676.74104.80管段92246.971436.130.1945.70DN200.2518.711.5065.4811.4376.91管段93217.311263.660.1736.39DN201.8914.491.5021.7368.9490.67管段94217.311263.660.1736.39DN200.2514.491.5050.709.1059.80当前最不利环路的阻力损失为56.32KPa表5.2一层冷冻水回水管路水利计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段021391.25124390.091.17226.38DN808.93681.900.000.002021.802021.80管段2119833.49115331.771.08195.58DN802.11586.201.50879.30412.581291.88管段2219618.96114084.241.07191.51DN802.39573.590.1057.36457.44514.80管段23224.191303.690.1837.29DN203.8715.431.5023.14144.24167.38管段24224.191303.690.1837.29DN200.4015.431.5053.9914.9268.91管段2519394.76112780.551.06187.30DN803.58560.560.1056.06670.71726.77管段2619180.23111533.021.05183.32DN802.50548.220.1054.82458.19513.01管段2918956.03110229.331.04179.21DN803.81535.480.1053.55681.90735.45管段3018683.13108642.391.02174.26DN801.63520.170.1052.02283.77335.79管段3318485.60107493.781.01170.73DN807.17509.230.1050.921223.371274.29管段345686.0833064.560.72151.16DN506.16256.420.1025.64931.39957.03管段355686.0833064.560.72151.16DN500.91256.421.00769.27137.94907.21管段3612799.5274429.220.98199.90DN707.41479.501.50719.241481.642200.89管段3812355.9771849.960.95186.77DN703.37446.840.1044.68630.14674.82管段4011823.5068753.640.90171.59DN703.43409.160.1040.92589.34630.26管段4311214.0965209.930.86155.00DN702.17368.070.1036.81336.11372.92管段4610331.6360078.410.79132.46DN704.15312.420.1031.24549.89581.1385– 管段47180.081047.180.1425.24DN204.609.951.5014.93116.17131.10管段4910151.5459031.230.78128.07DN702.00301.620.1030.16256.16286.32管段501395.078112.320.68328.26DN2541.44229.181.50343.7613602.4313946.19管段511395.078112.320.68328.26DN2530.78229.181.50343.7610104.4610448.22管段521214.077059.820.59252.18DN252.37173.570.1017.36598.50615.85管段53160.91935.700.1320.68DN208.847.951.5027.81182.89210.70管段541053.166124.120.51192.83DN258.70130.610.1013.061677.091690.15管段551053.166124.120.51192.83DN254.01130.611.50195.91773.84969.75管段56872.165071.620.68459.52DN202.55233.450.1023.341171.281194.62管段57246.971436.130.1944.36DN203.0618.721.5065.52135.58201.10管段58625.193635.490.49244.95DN202.61119.960.1012.00639.77651.76管段59464.282699.790.36140.59DN201.5566.150.106.62218.38225.00管段60246.971436.130.1944.36DN202.0318.721.5028.0890.08118.16管段61246.971436.130.1944.36DN200.4018.721.5065.5217.7583.26当前最不利环路的阻力损失为45.73KPa表5.3二层二区冷冻水供水管路水力计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段06509.8237854.590.82198.24DN500.81335.930.000.00160.95160.95管段12050.1111921.400.57164.88DN321.76160.941.50241.41289.80531.22管段21366.747947.600.66320.42DN255.40219.860.1021.991731.531753.51管段3683.373973.800.54294.63DN203.56143.250.1014.331047.551061.88管段4683.373973.800.54294.63DN201.29143.251.50214.88378.65593.53管段5683.373973.800.54294.63DN200.25143.251.50501.3873.66575.04管段6683.373973.800.54294.63DN200.97143.251.50214.88285.49500.36管段7683.373973.800.54294.63DN200.25143.251.50501.3873.66575.04管段8683.373973.800.54294.63DN200.72143.251.50214.88212.61427.49管段9683.373973.800.54294.63DN200.25143.251.50501.3873.66575.04管段104459.7125933.190.94358.26DN401.22440.251.50660.37438.791099.16管段114459.7125933.190.94358.26DN402.90440.251.00440.251038.251478.50管段124459.7125933.190.94358.26DN403.30440.251.00440.251181.881622.12管段134049.3623547.020.85297.88DN403.39362.960.1036.301010.271046.56管段143639.0121160.850.77243.00DN402.62293.120.1029.31636.47665.78管段153228.6618774.680.68193.63DN401.79230.740.1023.07346.42369.49管段163228.6618774.680.68193.63DN402.20230.741.00230.74425.49656.23管段173228.6618774.680.68193.63DN404.82230.741.00230.74933.151163.89管段182421.5014081.010.67225.74DN325.30224.540.1022.451195.661218.11管段19807.174693.670.63402.87DN202.20199.851.50299.78886.221186.00管段20807.174693.670.63402.87DN200.25199.851.50699.48100.72800.20管段211614.339387.340.78439.37DN256.70306.730.1030.672943.842974.5185– 管段22807.174693.670.63402.87DN202.13199.851.50299.78858.681158.46管段23807.174693.670.63402.87DN200.25199.851.50699.48100.72800.20管段24807.174693.670.63402.87DN205.32199.850.1019.992143.442163.42管段25807.174693.670.63402.87DN202.29199.851.50299.78921.271221.05管段26807.174693.670.63402.87DN200.25199.851.50699.48100.72800.20管段27807.174693.670.63402.87DN202.23199.851.50299.78897.261197.04管段28807.174693.670.63402.87DN200.25199.851.50699.48100.72800.20管段29410.352386.170.32114.53DN202.5551.651.5077.48291.87369.35管段30410.352386.170.32114.53DN200.2551.651.50180.7828.63209.42管段31410.352386.170.32114.53DN202.5951.651.5077.48297.05374.53管段32410.352386.170.32114.53DN200.2551.651.50180.7828.63209.42管段33410.352386.170.32114.53DN202.6251.651.5077.48300.23377.71管段34410.352386.170.32114.53DN200.2551.651.50180.7828.63209.42当前最不利环路的阻力损失为51.64KPa表5.4二层二区冷冻水回水管路水力计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段06509.8237854.590.82195.80DN500.96336.100.000.00188.02188.02管段12050.1111921.400.57162.24DN320.79161.021.50241.53128.86370.39管段21366.747947.600.66315.71DN255.40219.960.1022.001706.061728.06管段3683.373973.800.54289.58DN203.56143.320.1014.331029.591043.92管段4683.373973.800.54289.58DN201.54143.321.50214.98444.80659.78管段5683.373973.800.54289.58DN200.40143.321.50501.62115.83617.45管段6683.373973.800.54289.58DN201.22143.321.50214.98353.23568.22管段7683.373973.800.54289.58DN200.40143.321.50501.62115.83617.45管段8683.373973.800.54289.58DN200.97143.321.50214.98281.61496.59管段9683.373973.800.54289.58DN200.40143.321.50501.62115.83617.45管段104459.7125933.190.5695.26DN502.22157.741.50236.61211.75448.36管段114459.7125933.190.5695.26DN502.85157.741.00157.74271.79429.53管段124459.7125933.190.5695.26DN503.26157.741.00157.74310.95468.69管段134049.3623547.020.85294.27DN403.39363.140.1036.31998.031034.35管段143639.0121160.850.77239.83DN402.62293.270.1029.33628.16657.49管段153228.6618774.680.68190.88DN401.43230.860.1023.09273.84296.93管段163228.6618774.680.68190.88DN402.19230.861.00230.86418.80649.65管段173228.6618774.680.68190.88DN405.17230.861.00230.86987.591218.45管段182421.5014081.010.67222.49DN325.30224.650.1022.461178.441200.91管段19807.174693.670.63396.68DN202.49199.951.50299.93988.561288.49管段20807.174693.670.63396.68DN200.40199.951.50699.83158.67858.50管段211614.339387.340.78433.61DN256.70306.880.1030.692905.272935.96管段22807.174693.670.63396.68DN202.42199.951.50299.93961.451261.3785– 管段23807.174693.670.63396.68DN200.40199.951.50699.83158.67858.50管段24807.174693.670.63396.68DN205.32199.950.1020.002110.482130.47管段25807.174693.670.63396.68DN202.58199.951.50299.931023.071323.00管段26807.174693.670.63396.68DN200.40199.951.50699.83158.67858.50管段27807.174693.670.63396.68DN202.52199.951.50299.93999.431299.36管段28807.174693.670.63396.68DN200.40199.951.50699.83158.67858.50管段29410.352386.170.32111.89DN202.8451.681.5077.52318.24395.76管段30410.352386.170.32111.89DN200.4051.681.50180.8744.76225.63管段31410.352386.170.32111.89DN202.8951.681.5077.52323.30400.82管段32410.352386.170.32111.89DN200.4051.681.50180.8744.76225.63管段33410.352386.170.32111.89DN202.9251.681.5077.52326.41403.92管段34410.352386.170.32111.89DN200.4051.681.50180.8744.76225.63当前最不利环路的阻力损失为13.84KPa表5.5二层一区冷冻水供水管路水力计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段016000.4093042.330.87130.81DN800.61381.330.000.0079.5879.58管段113712.4979738.130.7597.44DN802.48280.071.50420.11241.57661.68管段2207.161204.610.1633.43DN203.9613.161.5019.75132.28152.02管段3207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段413505.3378533.520.7494.66DN801.35271.670.1027.17127.67154.84管段5207.161204.610.1633.43DN204.0113.161.5019.75133.94153.69管段6207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段713298.1877328.911.02217.45DN706.55517.330.1051.731424.761476.49管段8207.161204.610.1633.43DN203.9413.161.5019.75131.80151.55管段9207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段1013091.0276124.301.00210.99DN701.50501.340.1050.13315.86366.00管段11207.161204.610.1633.43DN203.9913.161.5019.75133.48153.22管段12207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段1312883.8774919.690.99204.63DN706.62485.600.1048.561354.191402.75管段14207.161204.610.1633.43DN204.0513.161.5019.75135.24154.98管段15207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段1612676.7173715.080.97198.36DN700.65470.110.1047.01128.85175.86管段17394.672295.000.31106.65DN200.6147.780.104.7864.5669.34管段18197.331147.500.1530.67DN205.2811.951.5017.92161.81179.73管段19197.331147.500.1530.67DN200.2511.951.5041.817.6749.48管段20197.331147.500.1530.67DN203.3011.950.101.19101.13102.33管段21197.331147.500.1530.67DN205.5711.951.5041.81170.99212.80管段2212282.0471420.080.94186.69DN703.43441.291.50661.94641.251303.19管段2312065.5870161.330.92180.43DN700.88425.870.1042.59158.08200.6785– 管段24277.551613.930.2256.34DN203.4023.631.5035.44191.78227.22管段25277.551613.930.2256.34DN200.2523.631.5082.7014.0896.79管段2611788.0368547.400.90172.57DN701.84406.510.1040.65317.20357.85管段27277.551613.930.2256.34DN203.3423.631.5035.44188.05223.49管段28277.551613.930.2256.34DN200.2523.631.5082.7014.0896.79管段2911510.4866933.470.88164.88DN703.64387.590.1038.76600.11638.87管段3011294.0265674.720.86159.00DN701.66373.150.1037.31264.53301.84管段3111077.5564415.970.85153.22DN700.95358.980.1035.90146.09181.99管段32277.551613.930.2256.34DN203.3423.631.5035.44188.37223.82管段33277.551613.930.2256.34DN200.2523.631.5082.7014.0896.79管段3410800.0162802.040.83145.97DN701.75341.220.1034.12255.24289.36管段3510522.4661188.110.80138.90DN703.69323.910.1032.39512.02544.41管段3610305.9959929.360.79133.50DN701.55310.720.1031.07206.93238.00管段3710089.5358670.610.77128.21DN701.17297.800.1029.78150.18179.96管段38277.551613.930.2256.34DN202.4323.631.5035.44136.67172.11管段39277.551613.930.2256.34DN200.2523.631.5082.7014.0896.79管段409811.9857056.680.75121.58DN704.54281.640.1028.16551.51579.68管段418769.0450991.980.6798.20DN708.34224.951.50337.43818.941156.37管段427833.2045550.050.6079.32DN705.42179.500.1017.95429.97447.92管段436575.5938237.050.83202.08DN5028.43342.760.1034.285744.475778.74管段444944.6528753.150.62117.60DN500.74193.821.50290.7286.81377.54管段45366.572131.600.2993.20DN203.3641.221.5061.83312.87374.70管段46366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段474578.0826621.550.58101.69DN502.36166.140.1016.61239.95256.56管段484382.8425486.220.92346.53DN404.04425.200.1042.521400.011442.53管段49366.572131.600.2993.20DN203.2441.221.5061.83302.17364.00管段50366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段514016.2723354.620.85293.25DN401.71357.050.1035.71500.13535.84管段52366.572131.600.2993.20DN203.1041.221.5061.83288.62350.45管段53366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段543649.7021223.020.77244.36DN400.89294.850.1029.48218.50247.98管段553328.9319357.740.70205.18DN401.65245.300.1024.53338.76363.29管段563008.1617492.460.63169.37DN403.75200.300.1020.03635.90655.93管段57366.572131.600.2993.20DN203.3441.221.5061.83311.66373.49管段58366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段592641.5915360.860.73266.22DN321.63267.210.1026.72433.47460.19管段60366.572131.600.2993.20DN203.2841.221.5061.83305.74367.57管段61366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段622275.0213229.260.63200.62DN320.89198.190.1019.82178.58198.40管段631954.2511363.980.54150.69DN321.82146.240.1014.62273.55288.1885– 管段641759.0110228.650.49123.72DN323.73118.480.1011.85461.41473.26管段65366.572131.600.2993.20DN203.4341.221.5061.83319.82381.65管段66366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段671392.448097.050.68331.91DN251.89228.200.1022.82628.12650.94管段68356.662074.000.2888.67DN201.9639.021.5058.53173.69232.22管段69178.331037.000.1425.66DN206.619.761.5034.14169.68203.82管段70178.331037.000.1425.66DN201.399.760.100.9835.5536.52管段71178.331037.000.1425.66DN204.489.761.5014.63115.02129.66管段72178.331037.000.1425.66DN200.259.761.5034.146.4140.56管段731035.786023.050.50190.23DN252.86126.271.50189.40543.53732.94管段74207.161204.610.1633.43DN204.1313.161.5019.75137.92157.66管段75207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段76828.624818.440.65423.32DN206.57210.620.1021.062782.282803.34管段77207.161204.610.1633.43DN204.0413.161.5019.75135.04154.78管段78207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段79621.473613.830.49246.71DN201.54118.470.1011.85379.49391.33管段80207.161204.610.1633.43DN204.0613.161.5019.75135.63155.37管段81207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段82414.312409.220.32116.57DN206.5852.650.105.27766.86772.12管段83207.161204.610.1633.43DN203.9713.161.5019.75132.58152.33管段84207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段85207.161204.610.1633.43DN201.3513.160.101.3245.2846.60管段86207.161204.610.1633.43DN204.0313.161.5019.75134.83154.58管段87207.161204.610.1633.43DN200.2513.161.5046.078.3654.43管段88195.241135.330.1530.10DN204.1911.691.5017.54126.15143.69管段89195.241135.330.1530.10DN200.2511.691.5040.937.5348.45管段90320.771865.280.2573.15DN204.3931.561.5047.34321.31368.65管段91320.771865.280.2573.15DN200.2531.561.50110.4718.29128.76管段92320.771865.280.2573.15DN204.1731.561.5047.34305.05352.40管段93320.771865.280.2573.15DN200.2531.561.50110.4718.29128.76管段94320.771865.280.2573.15DN204.3031.561.5047.34314.32361.66管段95320.771865.280.2573.15DN200.2531.561.50110.4718.29128.76管段96195.241135.330.1530.10DN203.6411.691.5017.54109.52127.06管段97195.241135.330.1530.10DN200.2511.691.5040.937.5348.45管段981630.949483.900.79448.00DN250.84313.071.50469.60377.85847.46管段99366.572131.600.2993.20DN203.2641.221.5061.83303.49365.31管段100366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段1011264.377352.300.61276.62DN251.53188.150.1018.82423.75442.56管段1021087.296322.600.53208.32DN254.95139.140.1013.911031.091045.00管段103720.724191.000.56325.55DN201.48159.340.1015.93481.58497.5185– 管段104543.653161.300.43192.35DN200.2190.660.109.0740.5149.58管段105366.572131.600.2993.20DN202.7341.221.5061.83254.76316.59管段106366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段107177.081029.700.1425.34DN201.489.620.100.9637.4838.44管段108177.081029.700.1425.34DN203.849.621.5014.4397.40111.83管段109177.081029.700.1425.34DN200.259.621.5033.666.3440.00管段110177.081029.700.1425.34DN204.249.621.5014.43107.45121.87管段111177.081029.700.1425.34DN200.259.621.5033.666.3440.00管段112366.572131.600.2993.20DN202.8641.221.5061.83266.19328.02管段113366.572131.600.2993.20DN200.2541.221.50144.2723.30167.57管段114177.081029.700.1425.34DN204.309.621.5014.43108.88123.30管段115177.081029.700.1425.34DN200.259.621.5033.666.3440.00管段1161257.617313.000.61273.84DN251.61186.151.50279.22440.86720.08管段1171257.617313.000.99936.02DN200.25485.151.501698.03234.011932.03管段118935.845441.930.73532.90DN200.92268.651.50402.98490.77893.74管段119935.845441.930.73532.90DN200.25268.651.50940.28133.231073.51管段1201042.946064.700.51192.70DN250.75128.020.1012.80145.35158.15管段121826.474805.950.65421.25DN201.60209.530.1020.95675.51696.47管段122610.013547.200.48238.29DN206.32114.140.1011.411505.741517.16管段123393.542288.450.31106.10DN200.4547.510.104.7547.7952.54管段124177.081029.700.1425.34DN202.999.621.5014.4375.6890.11管段125177.081029.700.1425.34DN200.259.621.5033.666.3440.00管段126216.471258.750.1736.14DN201.4314.370.101.4451.5152.95管段127216.471258.750.1736.14DN203.4314.371.5021.56123.95145.51管段128216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段129216.471258.750.1736.14DN203.7714.371.5021.56136.41157.97管段130216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段131216.471258.750.1736.14DN204.0614.371.5021.56146.87168.43管段132216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段133216.471258.750.1736.14DN204.3114.371.5021.56155.58177.14管段134216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段135216.471258.750.1736.14DN204.1714.371.5021.56150.68172.24管段136216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段137216.471258.750.1736.14DN204.2814.371.5021.56154.66176.22管段138216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段139277.551613.930.2256.34DN203.3423.631.5035.44188.42223.86管段140277.551613.930.2256.34DN200.2523.631.5082.7014.0896.79管段141216.471258.750.1736.14DN204.1814.371.5021.56151.13172.69管段142216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段143216.471258.750.1736.14DN204.2214.371.5021.56152.67174.2385– 管段144216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段145216.471258.750.1736.14DN204.1314.371.5021.56149.24170.80管段146216.471258.750.1736.14DN200.2514.371.5050.319.0359.34管段1472287.9113304.200.63202.77DN323.22200.440.1020.04651.95672.00管段148297.851732.000.2363.98DN203.3527.211.5040.82214.44255.26管段149297.851732.000.2363.98DN200.2527.211.5095.2515.99111.24管段1501990.0611572.200.55155.92DN322.49151.650.1015.17388.81403.98管段1511715.939978.150.47118.12DN323.58112.750.1011.28423.21434.49管段152297.851732.000.2363.98DN203.4927.211.5040.82223.47264.29管段153297.851732.000.2363.98DN200.2527.211.5095.2515.99111.24管段1541418.088246.150.69343.57DN250.96236.680.1023.67329.70353.36管段1551143.966652.100.56229.15DN251.00154.020.1015.40229.61245.01管段156297.851732.000.2363.98DN203.6227.211.5040.82231.39272.21管段157297.851732.000.2363.98DN200.2527.211.5095.2515.99111.24管段158846.104920.100.66440.34DN201.58219.600.1021.96696.57718.53管段159571.983326.050.45211.38DN204.32100.360.1010.04912.29922.33管段160274.131594.050.2155.10DN200.2323.050.102.3112.5714.87管段161274.131594.050.2155.10DN201.2823.051.5034.5870.36104.94管段162274.131594.050.2155.10DN200.2523.051.5080.6813.7794.45管段163297.851732.000.2363.98DN201.9627.211.5040.82125.67166.49管段164297.851732.000.2363.98DN200.2527.211.5095.2515.99111.24管段165274.131594.050.2155.10DN201.2923.051.5034.5871.01105.59管段166274.131594.050.2155.10DN200.2523.051.5080.6813.7794.45管段167274.131594.050.2155.10DN201.2923.051.5034.5871.01105.59管段168274.131594.050.2155.10DN200.2523.051.5080.6813.7794.45管段169274.131594.050.2155.10DN201.2923.051.5034.5871.01105.59管段170274.131594.050.2155.10DN200.2523.051.5080.6813.7794.45当前最不利环路的阻力损失为52.39KPa表5.6二层一区冷冻水回水管路水力计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段016000.4093042.330.87129.29DN800.87381.510.000.00112.33112.33管段116000.4093042.330.87129.29DN803.18381.511.00381.51411.53793.05管段415793.2591837.720.86126.10DN801.35371.700.1037.17170.82207.99管段715586.0990633.110.85122.94DN806.58362.010.1036.20808.79844.99管段1015378.9389428.500.84119.82DN801.54352.450.1035.25184.31219.56管段11207.161204.610.1632.37DN204.4013.171.5019.76142.53162.29管段14207.161204.610.1632.37DN204.4913.171.5019.76145.32165.08管段20178.331037.000.1424.80DN204.859.761.5014.64120.18134.8385– 管段23366.572131.600.2990.93DN203.7841.241.5061.86343.71405.56管段2614046.1581678.350.77100.71DN801.82294.010.1029.40182.83212.23管段29366.572131.600.2990.93DN200.4041.241.50144.3436.37180.71管段32366.572131.600.2990.93DN200.4041.241.50144.3436.37180.71管段3512350.7071819.310.95186.61DN700.59446.460.1044.65110.88155.53管段3811984.1369687.710.92176.10DN701.71420.350.1042.03300.34342.37管段4111617.5667556.110.89165.89DN704.34395.030.1039.50719.99759.49管段44366.572131.600.2990.93DN200.4041.241.50144.3436.37180.71管段4511055.7564289.180.85150.83DN700.60357.740.1035.7791.18126.95管段487231.3642050.350.91239.58DN508.77414.730.1041.472100.612142.08管段51277.551613.930.2254.77DN200.4023.641.5082.7421.91104.65管段545477.9431854.220.69140.79DN503.99237.990.1023.80561.21585.01管段55277.551613.930.2254.77DN203.7323.641.5035.46204.04239.51管段59277.551613.930.2254.77DN200.4023.641.5082.7421.91104.65管段63277.551613.930.2254.77DN203.7223.641.5035.46203.69239.15管段67277.551613.930.2254.77DN200.4023.641.5082.7421.91104.65管段693718.3621622.250.78249.93DN403.32306.200.1030.62830.88861.50管段703323.6919327.250.70201.73DN400.78244.651.50366.97156.99523.96当前最不利环路阻力损失为27.78Kpa表5.7三层冷冻水供水管路水力计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段025524.37148424.220.8078.62DN1000.83322.780.000.0065.3065.30管段123585.94137152.220.7467.63DN1002.53275.621.50413.42171.41584.84管段223369.43135893.220.7466.45DN1001.38270.580.1027.0691.76118.82管段323152.92134634.221.26266.24DN806.73798.450.1079.851792.371872.21管段422936.41133375.221.25261.45DN801.37783.590.1078.36359.13437.48管段522719.90132116.221.24256.70DN806.71768.860.1076.891722.461799.34管段622503.39130857.221.23252.00DN800.52754.280.1075.43130.99206.41管段71861.3910824.000.52137.54DN320.73132.680.1013.2799.92113.19管段8225.621312.000.1838.90DN205.7315.621.5023.42222.99246.41管段9225.621312.000.1838.90DN200.2515.621.5054.659.7264.38管段101635.779512.000.79450.53DN252.92314.930.1031.491316.901348.40管段11225.621312.000.1838.90DN205.6515.621.5054.65219.63274.28管段121410.158200.000.68339.94DN257.92234.040.1023.402693.622717.02管段13877.045100.000.69471.27DN200.43235.950.1023.60202.90226.50管段14533.103100.000.42185.50DN203.6687.180.108.72678.67687.39管段15533.103100.000.42185.50DN203.2887.181.50130.77608.04738.8185– 管段16533.103100.000.42185.50DN200.2587.181.50305.1246.37351.50管段17343.942000.000.2783.00DN201.6436.291.50127.00136.04263.04管段18533.103100.000.42185.50DN202.2787.181.50130.77420.68551.45管段19533.103100.000.42185.50DN200.2587.181.50305.1246.37351.50管段2020642.00120033.221.13213.33DN803.32634.661.50951.99708.641660.63管段2120297.03118027.221.11206.51DN800.85613.620.1061.36176.33237.69管段22177.641033.000.1425.49DN203.499.681.5014.5289.01103.53管段23177.641033.000.1425.49DN200.259.681.5033.886.3740.25管段2420119.38116994.221.10203.05DN801.55602.930.1060.29315.19375.48管段25267.761557.000.2152.82DN203.6021.991.5032.99190.07223.06管段26267.761557.000.2152.82DN200.2521.991.5076.9713.2090.18管段2719851.63115437.221.08197.88DN804.10586.990.1058.70810.81869.51管段2819506.66113431.221.06191.31DN801.55566.760.1056.68296.32353.00管段2919161.69111425.221.05184.86DN800.74546.900.1054.69136.54191.22管段3018893.93109868.221.03179.92DN801.57531.720.1053.17282.86336.03管段31267.761557.000.2152.82DN203.6121.991.5032.99190.74223.73管段32267.761557.000.2152.82DN200.2521.991.5076.9713.2090.18管段3318626.18108311.221.02175.05DN804.09516.750.1051.68715.92767.60管段3418281.21106305.221.00168.88DN801.51497.790.1049.78254.28304.06管段3517936.24104299.220.98162.81DN800.87479.180.1047.92141.39189.31管段36205.501195.000.1632.96DN203.3812.951.5019.43111.52130.95管段37205.501195.000.1632.96DN200.2512.951.5045.348.2453.58管段3817730.73103104.220.97159.25DN804.44468.260.1046.83706.57753.40管段3915690.8491242.220.86126.01DN8019.43366.721.50550.072448.952999.02管段4014360.3183505.220.78106.40DN8022.22307.160.1030.722363.772394.49管段414712.8127405.000.59107.40DN500.52176.071.50264.1055.81319.91管段42321.241868.000.2573.34DN204.0931.651.5047.48299.96347.44管段43321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段444391.5725537.000.92347.85DN402.23426.900.1042.69776.26818.95管段454168.0124237.000.88314.77DN404.14384.540.1038.451304.081342.54管段46321.241868.000.2573.34DN204.0631.651.5047.48297.81345.29管段47321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段483846.7822369.000.81270.10DN401.58327.550.1032.76426.58459.33管段49321.241868.000.2573.34DN204.0231.651.5047.48295.05342.53管段50321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段513525.5420501.000.74228.80DN400.71275.130.1027.51162.17189.68管段523248.6718891.000.68195.91DN401.68233.610.1023.36330.10353.46管段532971.8017281.000.63165.52DN404.09195.490.1019.55676.47696.02管段54321.241868.000.2573.34DN203.9831.651.5047.48291.90339.39管段55321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段562650.5615413.000.73267.94DN321.46269.020.1026.90390.17417.07管段57321.241868.000.2573.34DN204.0631.651.5047.48297.93345.4185– 管段58321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段592329.3213545.000.64209.76DN320.72207.770.1020.78151.28172.06管段602052.4511935.000.57165.24DN321.93161.310.1016.13319.01335.14管段611879.7910931.000.52140.10DN323.93135.310.1013.53549.93563.46管段62321.241868.000.2573.34DN204.0531.651.5047.48296.87344.36管段63321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段641558.569063.000.76410.96DN251.60285.900.1028.59656.93685.52管段65476.012768.000.37150.45DN202.6469.511.50104.26396.67500.93管段66238.011384.000.1942.78DN206.6917.381.5060.82286.38347.20管段67238.011384.000.1942.78DN201.1917.380.101.7450.7652.50管段68238.011384.000.1942.78DN204.6217.381.5026.06197.82223.89管段69238.011384.000.1942.78DN200.2517.381.5060.8210.7071.51管段701082.556295.000.53206.62DN252.41137.931.50206.89497.87704.76管段71866.045036.000.68460.15DN206.56230.070.1023.013020.713043.71管段72649.533777.000.51267.92DN201.43129.410.1012.94382.89395.83管段73433.022518.000.34126.40DN206.6057.520.105.75834.87840.62管段74216.511259.000.1736.15DN201.3414.380.101.4448.6250.06管段75216.511259.000.1736.15DN204.2514.381.5021.57153.47175.04管段76216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管段77216.511259.000.1736.15DN204.2714.381.5021.57154.51176.08管段78216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管段79216.511259.000.1736.15DN204.2214.381.5021.57152.61174.18管段80216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管段81216.511259.000.1736.15DN204.2214.381.5021.57152.61174.18管段82216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管段83216.511259.000.1736.15DN204.2514.381.5021.57153.47175.04管段84216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管段85172.661004.000.1424.24DN203.799.141.5013.7291.93105.65管段86172.661004.000.1424.24DN200.259.141.5032.016.0638.07管段87276.871610.000.2256.09DN203.7523.511.5035.27210.53245.80管段88276.871610.000.2256.09DN200.2523.511.5082.3014.0296.32管段89276.871610.000.2256.09DN203.7023.511.5035.27207.82243.09管段90276.871610.000.2256.09DN200.2523.511.5082.3014.0296.32管段91276.871610.000.2256.09DN203.6923.511.5035.27206.73242.00管段92276.871610.000.2256.09DN200.2523.511.5082.3014.0296.32管段93223.561300.000.1838.27DN203.5815.331.5023.00137.15160.15管段94223.561300.000.1838.27DN200.2515.331.5053.669.5763.23管段959647.5056100.220.74117.73DN701.05272.281.50408.42123.67532.09管段96321.241868.000.2573.34DN203.9631.651.5047.48290.29337.78管段97321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段989326.2654232.220.71110.39DN701.69254.450.1025.44186.47211.92管段999123.8653055.220.70105.88DN704.79243.520.1024.35507.20531.5685– 管100321.241868.000.2573.34DN203.7231.651.5047.48272.52320.00管101321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管1028802.6251187.220.6798.92DN701.56226.680.1022.67154.38177.05管1038525.7549577.220.6593.10DN700.11212.640.1021.269.7931.05管104321.241868.000.2573.34DN203.4831.651.5047.48255.04302.52管105321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管1068204.5147709.220.6386.57DN701.70196.920.1019.69147.01166.71管1077984.9046432.220.6182.24DN703.41186.520.1018.65280.81299.46管1087984.9046432.220.6182.24DN707.53186.521.00186.52619.16805.68管1097984.9046432.220.6182.24DN708.11186.521.00559.56667.151226.71管110219.601277.000.1737.07DN203.1314.791.5022.19115.86138.05管111219.601277.000.1737.07DN200.2514.791.5051.789.2761.05管112276.871610.000.2256.09DN203.5223.511.5035.27197.28232.55管113276.871610.000.2256.09DN200.2523.511.5082.3014.0296.32管114202.411177.000.1632.08DN203.6512.571.5018.85117.09135.94管115202.411177.000.1632.08DN200.2512.571.5043.998.0252.01管1161330.527737.000.65304.56DN251.64208.361.50312.54499.17811.71管1171161.486754.000.56235.79DN250.51158.780.1015.88121.23137.11管118969.735639.000.76570.11DN204.97288.460.1028.852831.562860.40管119722.274200.000.57326.86DN202.18160.020.1016.00714.17730.17管120487.192833.000.38157.03DN200.1972.810.107.2829.4336.71管121210.321223.000.1634.34DN201.5013.570.101.3651.4952.85管122210.321223.000.1634.34DN202.2513.571.5020.3577.4297.77管123210.321223.000.1634.34DN200.2513.571.5047.498.5856.07管124276.871610.000.2256.09DN202.8523.511.5035.27159.69194.96管125276.871610.000.2256.09DN200.2523.511.5082.3014.0296.32管126235.081367.000.1841.85DN202.0016.951.5025.4383.57109.00管127235.081367.000.1841.85DN200.2516.951.5059.3310.4669.80管128247.461439.000.1945.87DN201.9418.781.5028.1889.09117.27管129247.461439.000.1945.87DN200.2518.781.5065.7511.4777.21管130191.751115.000.1529.16DN203.0311.281.5016.9288.37105.29管131191.751115.000.1529.16DN200.2511.281.5039.477.2946.76管132169.05983.000.1323.36DN201.858.771.5013.1543.2756.42管133169.05983.000.1323.36DN200.258.771.5030.685.8436.52管1342039.9011862.000.56163.34DN321.17159.340.1015.93191.20207.14管1351694.939856.000.82482.06DN250.29338.120.1033.81139.11172.92管136195.701138.000.1530.23DN203.6011.751.5017.62108.93126.55管137195.701138.000.1530.23DN200.2511.751.5041.127.5648.68管1381499.238718.000.73381.78DN251.32264.550.1026.45502.76529.22管1391154.266712.000.56233.04DN254.76156.810.1015.681110.191125.87管140267.761557.000.2152.82DN203.6321.991.5032.99191.55224.54管141267.761557.000.2152.82DN200.2521.991.5076.9713.2090.1885– 管142886.505155.000.69480.93DN201.54241.070.1024.11741.44765.54管143541.533149.000.42190.97DN200.4489.960.109.0083.6492.64管144196.561143.000.1530.46DN203.1611.851.5017.7896.12113.90管145196.561143.000.1530.46DN200.2511.851.5041.487.6249.10管146344.972006.000.2783.46DN201.3836.500.103.65114.80118.45管147344.972006.000.2783.46DN203.6536.501.5054.76304.53359.29管148344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管149344.972006.000.2783.46DN203.9836.501.5054.76332.54387.30管150344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管151344.972006.000.2783.46DN204.0136.501.5054.76334.74389.50管152344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管153344.972006.000.2783.46DN203.9836.501.5054.76332.16386.91管154344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管155344.972006.000.2783.46DN204.0936.501.5054.76341.21395.97管156344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管157344.972006.000.2783.46DN204.1236.501.5054.76344.04398.80管158344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管159267.761557.000.2152.82DN203.6221.991.5032.99191.27224.26管160267.761557.000.2152.82DN200.2521.991.5076.9713.2090.18管161344.972006.000.2783.46DN204.0436.501.5054.76336.80391.56管162344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管163344.972006.000.2783.46DN203.9836.501.5054.76332.25387.01管164344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管165344.972006.000.2783.46DN204.0836.501.5054.76340.90395.66管166344.972006.000.2783.46DN200.2536.501.50127.7720.86148.63管167216.511259.000.1736.15DN204.2614.381.5021.57154.10175.67管168216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管169216.511259.000.1736.15DN204.1914.381.5021.57151.51173.08管170216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管171216.511259.000.1736.15DN204.1814.381.5021.57151.15172.72管172216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管173216.511259.000.1736.15DN204.2614.381.5021.57154.08175.65管174216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管175216.511259.000.1736.15DN204.2514.381.5021.57153.47175.04管176216.511259.000.1736.15DN200.2514.381.5050.339.0459.37管1771938.4411272.000.54148.41DN322.91143.890.1014.39432.11446.50管178241.961407.000.1944.06DN203.7717.961.5026.94166.32193.26管179241.961407.000.1944.06DN200.2517.961.5062.8611.0273.87管1801696.479865.000.82482.90DN252.69338.740.1033.871299.691333.56管1811484.448632.000.72374.66DN253.26259.350.1025.941222.911248.85管182271.711580.000.2154.23DN203.9022.651.5033.97211.31245.28管183271.711580.000.2154.23DN200.2522.651.5079.2613.5692.8285– 管1841212.737052.000.59255.73DN251.32173.100.1017.31338.78356.09管1851000.695819.000.78605.18DN200.68307.170.1030.72412.64443.35管186271.711580.000.2154.23DN203.9322.651.5033.97213.01246.98管187271.711580.000.2154.23DN200.2522.651.5079.2613.5692.82管188728.984239.000.57332.58DN202.00163.010.1016.30666.42682.72管189516.943006.000.40175.21DN203.9581.970.108.20691.76699.96管190212.041233.000.1734.84DN200.6513.790.101.3822.4723.85管191212.041233.000.1734.84DN200.9913.791.5020.6934.6555.34管192212.041233.000.1734.84DN200.2513.791.5048.278.7156.98管193304.901773.000.2466.73DN202.0028.521.5042.78133.77176.55管194304.901773.000.2466.73DN200.2528.521.5099.8116.68116.49管195212.041233.000.1734.84DN201.0213.791.5020.6935.4856.17管196212.041233.000.1734.84DN200.2513.791.5048.278.7156.98管197212.041233.000.1734.84DN201.0913.791.5020.6938.0858.77管198212.041233.000.1734.84DN200.2513.791.5048.278.7156.98管199212.041233.000.1734.84DN201.0513.791.5020.6936.5357.22管200212.041233.000.1734.84DN200.2513.791.5048.278.7156.98当前最不利环路阻力损失为74.7KPa表5.7三层冷冻水供水管路水力计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段025524.37148424.220.8077.67DN1001.09322.940.000.0084.3884.38管段125524.37148424.220.8077.67DN1003.09322.941.00322.94239.96562.90管段225307.86147165.220.8076.41DN1001.34317.480.1031.75102.77134.52管段325091.35145906.220.7975.16DN1006.60312.070.1031.21496.42527.63管段424874.84144647.220.7873.92DN1001.43306.710.1030.67105.64136.31管段7476.012768.000.37147.25DN202.3069.540.106.95339.33346.28管段8238.011384.000.1941.51DN206.9517.381.5060.85288.47349.31管段9238.011384.000.1941.51DN201.1417.380.101.7447.2849.01管段10238.011384.000.1941.51DN204.9817.381.5026.08206.80232.88管段13321.241868.000.2571.43DN203.9231.671.5047.51280.06327.57管段1623471.92136489.220.7466.15DN1001.93273.090.1027.31127.70155.01管段19321.241868.000.2571.43DN200.4031.671.50110.8528.57139.42管段2222275.70129533.221.22244.86DN801.68739.460.1073.95412.59486.53管段25321.241868.000.2571.43DN200.4031.671.50110.8528.57139.42管段28321.241868.000.2571.43DN200.4031.671.50110.8528.57139.42管段31321.241868.000.2571.43DN203.9631.671.5047.51283.07330.57管段3411164.0664919.000.85153.68DN7022.23364.791.50547.183415.623962.80管段37205.501195.000.1631.91DN203.6912.961.5019.44117.85137.29管段38205.501195.000.1631.91DN200.4012.961.5045.3612.7758.13管段416898.1940113.000.87218.82DN504.39377.400.1037.74960.59998.3385– 管段426630.4438556.000.84202.82DN501.57348.670.1034.87318.86353.72管段43267.761557.000.2151.32DN203.9322.001.5033.00201.70234.70管段44267.761557.000.2151.32DN200.4022.001.5077.0120.5397.54管段475672.7432987.000.71150.49DN504.40255.220.1025.52661.78687.30管段505404.9931430.000.68137.24DN501.55231.700.1023.17213.03236.20管段535227.3430397.000.66128.77DN500.55216.720.1021.6771.3292.99管段562804.4716308.000.78294.40DN326.71301.320.1030.131975.372005.51管段592154.9412531.000.60178.30DN321.38177.910.1017.79246.22264.01管段62241.961407.000.1942.76DN203.7217.971.5026.95159.16186.11管段651484.448632.000.72369.46DN252.96259.480.1025.951095.081121.03管段681212.737052.000.59251.66DN251.62173.180.1017.32408.89426.20管段71271.711580.000.2152.70DN200.4022.661.5079.3021.08100.38管段72728.984239.000.57327.11DN202.30163.090.1016.31753.59769.90管段86216.511259.000.1735.03DN200.4014.391.5050.3514.0164.36管段87216.511259.000.1735.03DN204.6214.391.5021.58161.86183.44管段88216.511259.000.1735.03DN200.4014.391.5050.3514.0164.36管段89216.511259.000.1735.03DN204.5414.391.5021.58159.02180.60管段90216.511259.000.1735.03DN200.4014.391.5050.3514.0164.36管段91216.511259.000.1735.03DN204.5514.391.5021.58159.37180.95管段92216.511259.000.1735.03DN200.4014.391.5050.3514.0164.36管段951861.3910824.000.52135.20DN320.67132.741.50199.1190.62289.73管段981635.779512.000.79444.69DN252.88315.080.1031.511278.701310.21管101877.045100.000.69464.42DN200.38236.070.1023.61177.90201.51管104533.103100.000.42181.80DN200.4087.221.50305.2772.72377.99管107533.103100.000.42181.80DN200.4087.221.50305.2772.72377.99管110344.972006.000.2781.36DN203.8836.521.5054.78315.45370.24管111344.972006.000.2781.36DN200.4036.521.50127.8332.54160.37管112344.972006.000.2781.36DN203.9336.521.5054.78319.89374.67管113344.972006.000.2781.36DN200.4036.521.50127.8332.54160.37当前最不利环路阻力损失为28.92KPa5.2水力计算阻力平衡以第三层并联支管57-70-71和支管56-55-54-52为例：（1）支管70-71对于支管70-71根据流量W=0.06/h，取标注管径DN20水流速VV===0.17m/s（5-3）根据水流速v，管径，水量，参考[6]查出比摩阻R=241Pa/m,该段管长L=4.14m85– 在本支路中有局部阻力构件：分流三通（旁通），闸阀，参考[6]表7.4查得局部阻力系数，分流三通（旁通）=1.5，90度弯头=1.0，总阻力系数∑=2.5。支管57-70根据流量W=0.3/h，取标注管径DN25水流速V=0.53m/s根据水流速v，管径，水量，参考[6]查出比摩阻R=335Pa/m,该段管长L=2.22m，参考[6]表7.4查得局部阻力系数，合流三通两个=3.0，总阻力系数∑=6.0所以ΔP=Rl+∑ξρv2/2+ΔPs（5-4）式中：R----比摩阻，Pa/m；L-------管路长度，m；∑ξ----总局部阻力系数；ρ-------冷冻水密度，1.0×103kg/m3；V--------水管中水的实际流速，m/s；ΔPs-----设备局部阻力损失，Kpa;卧式风机盘PF-6.8WA管取18KPa所以：ΔP57-70-71=895.78Pa（2）支管56-55-54-52由三层二区供水管水力计算表知：ΔP56-55-54-52=784.65Pa（3）并联支管57-70-71和支管56-55-54-52不平衡率Δ=*100%=12.4%<15%符合要求同理：对其它各汇点之间的并联管路进行水力平衡计算。如不平衡则调节阀门开度进行水力平衡。各汇点间的并联管路阻力基本平衡。计算各层最不利环路，第三层管段最不利环路管径的确定和阻力计算表如下：表5.8三层管段最不利环路管径的确定和阻力计算编号流量(kg/h)负荷(w)流速(m/s)Rm(Pa/m)管径长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)△P(Pa)管段025524.37148424.220.8078.62DN1000.80322.780.000.0063.0163.01管段123585.94137152.220.7467.63DN1002.53275.621.50413.42171.41584.84管段223369.43135893.220.7466.45DN1001.38270.580.1027.0691.76118.82管段323152.92134634.221.26266.24DN806.73798.450.1079.851792.371872.21管段422936.41133375.221.25261.45DN801.37783.590.1078.36359.13437.48管段522719.90132116.221.24256.70DN806.71768.860.1076.891722.461799.34管段622503.39130857.221.23252.00DN800.44754.280.1075.43111.55186.9885– 管段720642.00120033.221.13213.33DN803.35634.661.50951.99714.851666.84管段820297.03118027.221.11206.51DN800.85613.620.1061.36176.33237.69管段9177.641033.000.1425.49DN203.429.681.5014.5287.04101.56管段10177.641033.000.1425.49DN200.259.681.5033.886.3740.25管段1120119.38116994.221.10203.05DN801.55602.930.1060.29315.19375.48管段12267.761557.000.2152.82DN203.5221.991.5032.99186.00218.99管段13267.761557.000.2152.82DN200.2521.991.5076.9713.2090.18管段1419851.63115437.221.08197.88DN804.10586.990.1058.70810.81869.51管段1519506.66113431.221.06191.31DN801.55566.760.1056.68296.32353.00管段1619161.69111425.221.05184.86DN800.74546.900.1054.69136.54191.22管段1718893.93109868.221.03179.92DN801.57531.720.1053.17282.86336.03管段18267.761557.000.2152.82DN203.5321.991.5032.99186.67219.66管段19267.761557.000.2152.82DN200.2521.991.5076.9713.2090.18管段2018626.18108311.221.02175.05DN804.09516.750.1051.68715.92767.60管段2118281.21106305.221.00168.88DN801.51497.790.1049.78254.28304.06管段2217936.24104299.220.98162.81DN800.87479.180.1047.92141.39189.31管段23205.501195.000.1632.96DN203.3112.951.5019.43108.98128.41管段24205.501195.000.1632.96DN200.2512.951.5045.348.2453.58管段2517730.73103104.220.97159.25DN804.58468.260.1046.83728.65775.48管段2615690.8491242.220.86126.01DN8019.12366.721.50550.072409.712959.79管段2714360.3183505.220.78106.40DN8022.26307.160.1030.722368.282399.00管段284712.8127405.000.59107.40DN500.66176.071.50264.1070.70334.80管段29321.241868.000.2573.34DN204.2831.651.5047.48314.03361.51管段30321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段314391.5725537.000.92347.85DN402.23426.900.1042.69776.26818.95管段324168.0124237.000.88314.77DN404.14384.540.1038.451304.081342.54管段33321.241868.000.2573.34DN204.2531.651.5047.48311.88359.36管段34321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段353846.7822369.000.81270.10DN401.58327.550.1032.76426.58459.33管段36321.241868.000.2573.34DN204.2131.651.5047.48309.12356.60管段37321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段383525.5420501.000.74228.80DN400.71275.130.1027.51162.17189.68管段393248.6718891.000.68195.91DN401.68233.610.1023.36330.10353.46管段402971.8017281.000.63165.52DN404.09195.490.1019.55676.47696.02管段41321.241868.000.2573.34DN204.1731.651.5047.48305.97353.46管段42321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段432650.5615413.000.73267.94DN321.46269.020.1026.90390.17417.07管段44321.241868.000.2573.34DN204.2531.651.5047.48312.00359.48管段45321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段462329.3213545.000.64209.76DN320.72207.770.1020.78151.28172.0685– 管段472052.4511935.000.57165.24DN321.93161.310.1016.13319.01335.14管段481879.7910931.000.52140.10DN323.93135.310.1013.53549.93563.46管段49321.241868.000.2573.34DN204.2431.651.5047.48310.94358.43管段50321.241868.000.2573.34DN200.2531.651.50110.7918.33129.13管段511558.569063.000.76410.96DN251.70285.900.1028.59699.50728.09管段52476.012768.000.37150.45DN202.8369.511.50104.26425.54529.80管段53238.011384.000.1942.78DN206.5917.381.5060.82281.95342.76管段54238.011384.000.1942.78DN201.1917.380.101.7450.7652.50管段55238.011384.000.1942.78DN204.5217.381.5026.06193.39219.46管段56238.011384.000.1942.78DN200.2517.381.5060.8210.7071.51管段571082.556295.000.53206.62DN252.22137.931.50206.89458.22665.12管段58866.045036.000.68460.15DN206.56230.070.1023.013020.713043.71管段59649.533777.000.51267.92DN201.43129.410.1012.94382.89395.83管段60433.022518.000.34126.40DN206.6057.520.105.75834.87840.62管段61216.511259.000.1736.15DN201.3414.380.101.4448.6250.06管段62216.511259.000.1736.15DN204.1414.381.5021.57149.73171.30管段63216.511259.000.1736.15DN200.2514.381.5050.339.0459.37当前最不利环路的阻力损失为57.72KPa1确定第一层供回水管路最不利环路为0-1-2-3-4-5-6-7-8-9-10-11-12-13-14-15-18-21-22-23-24-25-27-28-29-32-33-35-36-37-38-40-41-42-45-46-49-50-51-52并由此计算出第一层最不利环路各管段的阻力损失。ΔH1=56.32KPa同理对于第二层供回水管路进行水力平衡计算，确定最不利环路为0-1--4-7-10-13-16-22-23-26-29-30-31-34-35-36-37-40-41-42-43-44-47-48-51-54-55-56-59-62-63-64-67-73-76-79-82-85-86-87并计算最不利环路各管段的阻力损失。ΔH2=52.39KPa同理对于第三层供回水管路进行水力平衡计算，确定最不利环路为0-1-2-3-4-5-6-7-8-11-14-15-16-17-20-21-22-17-18-19-20-21-22-25-26-27-28-31-32--35--38-39-40-43-46-47-48-51-57-57-58-59-63并计算最不利环路各管段的阻力损失。ΔH3=57.71KPa5.4冷凝水管的设计：风机盘管机组，整体式空调器，组合式空调器等在运行过程中产生的冷凝水，必须及时排走。排放冷凝水管道的设计，应注意以下事项：85– （1）沿水流方向，水平管道应保持不小于千分之一的坡度，且不允许有积水部位。（2）当冷凝水盘位于机组内的负压段时，凝水盘的出水口处必须设水封。（3）冷凝水管道宜采用聚氯乙烯塑料管，不宜采用焊接钢管。本系统的冷凝水就近排放到每层的卫生间下水道。冷凝水管的公称直径DN（㎜），应根据通过冷凝水的流量计算确定。一般情况下可以根据机组的冷负荷Q（KW）按下列数据近似选定冷凝水管的公称直径：Q≤7KW时，DN=20㎜Q=7.1～17.6KW时，DN=25㎜Q=17.7～100KW时，DN=32㎜5.5系统供回水立管设计：本系统空调机房布置在第一层空调机房，系统立管布置采用异程式，冷冻水由机房的分水器分为三部分，第一部分直接流经一层，第二部分流经二层的二区，第三部分流经二层的一区和三层。立管布置简图如下：用假定流速法确定水管管径，各房间冷冻水流量W可用下式确定：W=（5-5）水管管径d由下式确定：d=（5-6）85– 图5.1立管布置简图表5.9立管的水力计算表编号流量(kg/h)负荷(w)流速(m/s)管径Rm(Pa/m)长(m)动压(Pa)ζ△Pd(Pa)△Pl(Pa)0-19685.3563200.74DN70118.612.6274.421.5411.63308.380-28880.48516400.68DN70100.582.6230.711.5346.06261.520-2＇21857.271271001.19DN80238.222.6711.591.51067.38619.362`-312847.81747100.98DN70203.537.2482.882.51207.211465.43`-2``12847.81747100.98DN70201.357.2483.121483.121449.742``-0`21857.271271001.19DN80236.032.6711.941711.94613.682```-0`8880.48516400.68DN7099.192.6230.821230.82257.91`-0`9685.3563200.74DN70117.062.6274.551274.55304.35水力计算阻力平衡：对于节点2`，有并联管道2`-2``和2`-3-3`-2``△H2`-3=2.672KPa,△H3-3`=57.71KPa,△H3`-2``=2.333KPa△H2-2`=52.39KPa,不平衡率Δ=*100%=14.57%<15%符合要求其它管段管径的确定和阻力平衡计算与此方法相同，85– 第6章冷冻机房设计及设备选型6.1空调主机的选型根据三层的总冷负荷Q=282.5KW，和冷冻水进出水温度参考《开利商用空调产品手册》选用30HXY110螺杆式水冷机组两台，备用一台。技术规格表如下：表6.130HXY110机组参数型号30HXY110制冷量KW335冷水进出水口温度℃12/7流量m3/h58水压降KPa83连接管尺寸A（mm）100冷却水进出口温度℃30/35流量m3/h69水压降KPa50连接管尺寸A（mm）12585– 电机数据电源3-380V-50HZ输入功率kW69额定电流A132机组重量（含冷媒）Kg1950运行重量Kg2110尺寸长mm2110宽mm950高mm19306.2膨胀水箱的选型膨胀水箱用来贮存水系统中的膨胀水量，同时起排气和恒定水系统压力的作用。膨胀水箱一般用钢板制成，通常是圆形成矩形。箱上连有膨胀管、溢流管、信号管、排水管及循环管等管道路。本设计中只选用一个膨胀水箱，膨胀水箱连在回水立管上。膨胀水箱的有效容积可由下式确定：图6.1膨胀水箱示意图Vp=a.△tmax.Vc.（6-1）式中：a——水的体积膨胀系数，0.0006单位体积/℃△tmax——考虑系统内水受热和冷却时水温的最大波动值，本次设计以5℃计；Vc——系统内的水容量，即系统中管路和设备内存水量的总和，m3Vc可按下表确定：表6.2系统内的水容量L/m2（建筑面积）系统类型全空气系统与机组结合使用的方式85– 供冷时0.40-0.550.70-1.30供暖时1.25-2.001.20-1.90Vc取1.2总空调面积：S=9272.8㎡VS=1.2*9272.8/1000=11.127m3Vp=0.0006*5*11.127=0.033㎡根据有效容积，从采暖通风标准图集T905（一）选择型号为1的方形膨胀水箱，其规格尺寸如下表：表6.3膨胀水箱参数型号公称容积（m3）有效容积（m3）外形尺寸水箱配管的公称直径（㎜）水箱自重（Kg）长×宽高溢流管排水管膨胀管信号管循环管L×BH10.50.61900×9009004032252020156.36.3冷冻水泵的选择6.3.1水泵选择依据确定系统立管最不利环路为：水泵-分水器-3-3`-集水器-主机，最不利环路总阻力:△H=3.28+74.71+28.92+3.26=101.9KPa系统总冷冻水量：G=Q/C*t=282.486/4.2*5=48.43/h根据冷冻水量和系统阻力选择水泵。冷冻水流量按下式计算：W’=Ф×W（6-2）式中：W-------设计的冷冻水最大流量，m3/hФ-----安全系数，=1.1～1.2，取=1.1。所以W’=1.1×48.43=53.27m3/h（6-3）水泵的扬程可按下式计算：△H’=Ф×△H式中：△H------管网最不利环路总阻力计算值，KPaФ--------安全系数，=1.1～1.2，取=1.1。所以85– △H’=1.1×（101.9+83）=194.4KPa=19.4mH2O参考《流体力学泵与风机》IS系列离心水泵性能曲线图，选择BL系列通联标准管道离心泵型号：2BL-6A两台。其性能参数表如下：表6.4水泵性能参数型号扬程流量转速效率电机功率电压必需汽蚀余量mmm3/hr/min％KWV2BL-6A2030290064.133805.76.3.2水泵的配管（1）为降低水泵的振动和噪声传递，应根据减振要求合理选用减振器，并在水泵的吸入口和压出口上安装软接头；（2）水泵吸入管和压出管应设置进口阀和出口阀，以便关断用。出口阀主要起调节作用，可用截止阀或蝶阀；（3）水泵压出管上的止回阀是为了防止水泵突然断电时水逆流使水泵叶轮受阻而设的。可用旋启式、升降式止回阀，也可以采用防水击性能较好的缓闭式止回阀；（4）为有利于管道清洗和排污，止回阀下游和水泵进水管处应设排水管；（5）水泵出水管应装压力表和温度计；（6）要考虑管路的伸缩，尽量利用转弯进行补偿，不足时考虑补偿器。高层建筑的立管可以采用波形补偿器。6.4冷却塔的选择本设计采用螺杆式水冷机组，冷却塔设置在一楼空调机房的屋顶上.计算冷却水量：W=（Kg/s）（6-4）式中：QC-------冷却塔冷却热量（KW）对压缩式制冷机取制冷机负荷的1.3倍，吸收式为2.5倍左右。C--------水的比热，取4.2KJ/Kg.℃tw1-tw2----冷却塔的进出水温差，取4-5℃所以：W==20.74Kg/S=74.66m3/h（6-5）85– 参考北京泰兴玻璃钢制品有限公司《玻璃钢冷却塔样本》选用DBNL3系列低噪声圆型逆流式冷却塔，型号DBNL3-100。主要参数表如下：表6.6冷却塔参数参数冷却水量主要尺寸（㎜）风量m3/h风机直径（㎜）电机功率（KW）重量（Kg）进水压力Pa噪声dB(A)△t=5℃总高度最大直径自重运转重Dm10m16mDBNL3-10010032943134560001800397330642.865750466.5冷却水泵的选择冷却塔布置在一楼空调机房屋顶上，冷却水泵所需的扬程Hp和流量LpHp’=hf+hd+hm+hs+hoKPa（6-6）式中：hf，hd------冷却水管路系统总的沿程阻力和局部阻力hm--------冷凝器的阻力hs--------冷却塔中水的提升高度（3m水柱）ho--------冷却塔喷嘴压力取2.86×Pa流量为100m3/h的管段选流速为V=1.57m/s，则公称直径D=150㎜，参考[6]查得比摩阻R=175Pa/m,则：hf=175*19=3325Pa,局部阻力系数为：闸阀（6个）=0.5*6=3、过滤器=3、止回阀=3.4，=9.4动压=1232Pa,则hd=9.4*1232=11580.8Pa,hm=77KPa,hs==29.4KPa.Hp’=149.9KPaHp=(1.1～1.2)Hp’=164.89KPaLp=(1.1～1.2)Lp’=115m3/h根据Hp和Lp选择冷却水泵型号为：TLGW-80-160(I)B,两台，一用一备。其性能参数表如下：表6.7冷却水泵的性能参数型号扬程流量转速效率电机功率电压重量85– 必需汽蚀余量mKgmm3/hr/min％KWVTLGW-80-160（I）B18112290076113804.51806.6分水器和集水器确定分集水器的原则是使水量通过集管时的流速大致控制在0.5～0.8m/s之间,分水器与集水器一般选用标准的无缝钢管(DN200～DN500),分水器与集水器的底部应设有排污接口,一般选用DN40.由以上要求,选用DN250的分水器与集水器,实际流速为0.57m/s。接管为70mm，70mm，80mm.其断面积：F2=3.14*70*70/4=3846.5mm²F2=3.14*70*70/4=3846.5mm²F3=3.14*80*80/4=5024mm²∑F=3846.5+3846.5+5024=12717mm²集管断面积：F=12717*2.0/1.2=21195mm²相应的直径为：D=[4×21195/3.14]1/2=164mm选择DN=200*6mm的管道作为集水管。6.7除污器和水过滤器为防止水管系统阻塞和保证各类设备和阀件的正常功能，在管路中应安装除污器或水过滤器，用以清除和过滤水中的杂物和粘混水垢。一般，除污器或水过滤器安装在水泵的吸入管和热交换设备的进水管上，除污器和水过滤器的型号都是按连接管管径选定的。6.8设备减振系统在空调系列，振动源主要有冷冻机，水泵，风机盘管的末端设备以及与其相连接的水管，与风机相接的风管，其噪声对居住环境造成很大的影响。在设计安装过程中要减振。85– 减振空调系统的噪声除了通过空气传播到室内外，还能通过建筑物的结和基础进行传播。例如转动的风机和压缩机所产生的振动可直接传给基础，并以弹性波的形式从机器基础沿房屋结构传到室内，并以噪声的形式出现。可以用非刚性连接来达到小消弱由机器传给基础的振动，既在振源和基础之间设避振构件，使振动得以衰减。1．风机在安装的时，除考虑防振设施外，在风机与出口管道的连接处应设有柔性接管，以防风机振动经由管道传入室内，且风机出口调节阀门应安装在软接管之后，以免风机振动时风门产生附加噪声。2．水泵除基础隔振外，泵的进出口接管均应采用柔性连接，采用金属制螺旋接头。3．配管的吊卡与楼板之间应设有防振橡胶垫作隔振连接。4．垂直与水平风管的防振：对于低速风道，且风出口有良好防振软接管者，一般可不考虑风管吊卡和支撑的防振，当风速较大而建筑物噪声标准控制严格的场合，则应考虑风管的防振措施。1．冷水机组以及水泵的减振可以参照设备说明书。2．管道的减振：管道的振动来源于被隔振设备以及运输的介质冲击管壁造成的，为减少管道振动对周围环境的影响，应采取各种有效的措施，设备与管道之间应该是用软接头连接的，管道支架或吊架的支撑横梁上应设弹性衬垫材料，也可以采用原橡胶垫，管道穿过楼板或墙体时应该设置大于50mm的预埋管套，以便用纤维物填充密实，管路阀门应该采用缓冲型阀门。85– 第7章空调自控及其它补充说明7.1空调自控说明本大楼设备BAS系统。低速风管系统的空调器，由温度讯号经电磁阀控制盘管水量。空调器的状态讯号馈送到BAS系统集中显示。风机盘管设三档调速，由温度控制器控制风机三档开关控制风机转速。房间设置智能温控器，通过控制电磁阀的开闭调节进水量。空调供、回水管之间有压差变速器和旁通管。BAS系统根据压差变送器和流量变送器的讯号判别，加大旁通号或改变匹配。冷水机组利用自带的微机控制屏与BAS系统联网。大楼的BAS水系统管理功能包括：1．各种风机、水泵、冷水机组的运行状态显示和遥控；2．对空气或水的温度压差等参数进行遥测和记录；3．控制水泵台数、冷水机组台数及水泵变频控制；4．实现消防排烟的自动控制。7.2空调自控设计85– 本设计中空调自控设计遵循加强遥测、简单有效的原则、大楼设置BAS系统。7.2.1风机盘管的自动控制风机盘管的自动控制，是靠调节风量和水量来实现的。风量控制和水量控制都是根据室内温度检测器的显示，风量调节是靠对开关供回转比例的控制来实现，水量控制是靠电动二通阀控制热交换器交换水量的开关来实现的。在风机盘管的进水管上设有一个电动二通阀，室内的智能温控器控制室内温度，调节进入盘管内的水量。风机上设有三对调节对关。在每层干管上设有电动闸阀，该层停用时切断，减少余流流量。7.2.2其它控制空调自控系统还包括冷水机组及水泵的运行台数控制、优化起停控制、热交换器温度控制、压差旁通控制、起停联锁控制、各设备运行状态的遥测和非正常状态的故障报警等。大楼的自动化系统与烟感喷淋系统联网。7.3管道保温为了减少管道的能量损失，防止冷水管道表面结露以及保证进入空调处理机组和风机盘管的供水温度，管道及其附件均应采用保温措施。保温层的经济厚度的确定与很多因素有关，一般情况下参考下表选用：表7.1保温层厚度的选择冷水管或热水管的公称直径Dg(mm)≤3240~6580~150保温层厚度(mm)（玻璃棉）3540457.3.1风管保温因风管尺寸较大，所以务必保证管道不结露和保温的要求，风管的保温结构主要有管壁防腐层（一般刷防腐漆），保温层、防潮层和保护层组成。目前工程中常常采用福乐斯玻璃纤维棉做保温材料，外包锡纸，既美观，又具有很好的保温防结露的效果。7.3.2水管的保温85– 为了防止管道的结露冷热损失，并保证末端的设备的供水温度需要对水管加以保温，保温层厚度参见上表（保温材料为玻璃纤维）。其他管道（冷凝水管）以及膨胀水箱的保温层厚度取25mm。保温的施工质量直接影响到保温效果、投资费用和使用寿命，因而施工中应予以重视。7.4室内排风为了保持每一个房间的正压，排风量应小于每一个房间的新风量。本设计中，由于商铺大厅采用自然排风方式，包厢和客房采用卫生间排风扇机械排风。7.5管道系统试验管道安装完毕后，应按设计规定对管道系统进行强度和严密性的试验，一检查管道系统及各连接部位的工程质量。7.6噪声处理冷冻机房须做消声处理，风机盘管已符合噪声等级要求，可不必再处理。7.7冷冻系统进行顺序冷冻系统开启顺序：冷冻水泵——冷水机组；停机时反序，并保证主机停后冷冻泵继续运行15分钟以带走残余冷量，保护蒸发器盘管免遭冻坏。85– 参考文献[1]李佐周、吴继红编著.中央空调工程设计与施工.高等教育出版社,1997[2]赵荣义、范存养、钱以明.空气调节（第三版）.北京：中国建筑工业出版社，1994[3]贺平、孙刚、供热工程（第三版）.北京：中国建筑工业出版社，1993[4]陆耀庆.实用供热空调设计手册（第四版）.北京：中国建筑工业出版社，1995[5]陈沛霖、岳孝方.空调与制冷技术手册.上海：同济大学出版社，1990[6]赵荣义.简明空调设计手册.北京：中国建筑工业出版社，1998[8]王汉青.通风工程.北京：机械工业出版社，2005.2[9]潘云钢.高层民用建筑空调设计.北京：中国建筑工业出版社，1999[10]ASHRAEHandbook,Fundamentals,ASHRAEInc.Atlanta,1985[11]85– 电子工业部第十设计研究院主编.空气调节设计手册（第二版）.北京：中国建筑工业出版社，1995[12]龙天渝、蔡增基.流体力学泵与风机（第四版）.北京：中国建筑工业出版社，2002[13]魏金成.建筑电气（第二版）.重庆：重庆大学出版社，2002[14]刘宝林编制.暖通空调设计图集.中国建筑工业出版社,2004[15]黄翔主编.空调工程.机械工业出版社，200585–'

您可能关注的文档

相关文档

最近下载