1、生生活活給給水水/排排水水量量计计算算表表 用水项目用水单位用水用水时变化最高日最大时最高日最大时单位数量定额时间系数用水量用水量排水量排水量(L)(h)(m3/d)(m3/h)(m3/d)(m3/h)住宅分项戶数每戶人数Nq0TKhQdg=q0*N/1000Qhg=Qd*Kh/T Qdp=Qdg*90100%Qhp=Qhg*90100%普通单元13.5人日4250242.50.90.10.80.1复式单元14.5人日5250242.51.10.11.00.1別墅16人日6350242.32.10.21.90.2小计14.14.10.40.43.73.70.40.4辦公高档人班10005010
2、1.550.07.550.07.5普通人班100030101.530.04.530.04.5小计280.080.012.012.080.080.012.012.0商业商场商业区m2日10008121.58.01.08.01.0一般街道m2日10005121.55.00.65.00.6普通商店（只计员工用水）人班10060121.56.00.86.00.8小计319.019.02.42.419.019.02.42.4宾馆二、三星床日100300242.530.03.130.03.1四星床日100350242.535.03.635.03.6五星床日100400242.540.04.240.04.2
3、员工人班50080121.540.05.040.05.0小计4145.0145.015.915.9145.0145.015.915.9餐饮酒楼顾客次10060121.56.00.86.00.8快餐食堂顾客次10025121.52.50.32.50.3酒吧、咖啡厅顾客次10015121.51.50.21.50.2员工人班50060121.530.03.830.03.8小计540.040.05.05.040.040.05.05.0会所餐厅顾客次10060121.56.00.86.00.8酒吧、咖啡厅顾客次10015121.51.50.21.50.2各功能房、活动室顾客次10050121.55.00
4、.65.00.6体育馆、健身房顾客次10040123.04.01.04.01.0室内外游泳人员淋浴顾客次10040123.04.01.04.01.0员工人班20060121.512.01.512.01.5游泳池补水=水容积*10%m38000.10121.080.06.70.00.0小计6112.5112.511.711.732.532.55.15.1教育高等院校生活人日10000200243.02000.0250.02000.0250.0食堂顾客次3000025101.5750.0112.5750.0112.5中小学校生活人日1000200243.0200.025.0200.025.0食堂顾
5、客次100025101.525.03.825.03.8幼儿园有住宿人日100100243.010.01.310.01.3无住宿人日10050102.05.01.05.01.0小计72990.02990.0393.5393.52990.02990.0393.5393.5空调补水=冷却水循环水量*1.5%m310000.015241.015.00.615.00.6绿化m2日10002121.02.00.2合计=小计1+小计7+空调补水+绿化3407.63407.6441.7441.73325.23325.2434.9434.9未预见=合计*15%511.166.3498.865.2总计=合计+未预
6、见3918.73918.7508.0508.03824.03824.0500.1500.1消消防防用用水水量量计计算算表表项目用水量火灾延续时间用水量备注(L/s)(h)(m3)QhV=3.6*Q*h室外消火栓灭火系统202144市政给水管为枝状管室内消火栓灭火系统302216自动喷淋灭火系统301108消防水池贮水容积468包含室外消防水量战战时时生生活活水水箱箱有有效效容容积积计计算算表表 防护单元防护单元面积用水饮用水生活用水饮用水生活用水饮用水贮水箱生活用水贮水箱简易洗消间生活用水及洗消用水编号面积标准人数标准标准贮存时间贮存时间有效容积有效容积洗消贮水量合用贮水箱有效容积(m2)(m
7、2/人)（人）(L/d.人)(L/d.人)(d)(d)(m3)(m3)(m3)(m3)AMm=A/Mq1q2t1t2V1=q1*m*t1/1000V2=q2*m*t2/1000V3V4=V2+V3防护单元11751.03.05845415543.811.70.812.5战战时时排排水水集集水水坑坑有有效效容容积积计计算算表表 防护单元防护单元面积用水饮用水生活用水战时隔绝安全掩蔽人员产生集水坑集水坑编号面积标准人数标准标准防护时间系数生活污水量调节容积有效容积(m2)(m2/人)（人）(L/d.人)(L/d.人)(h)(m3)(m3)(m3)AMm=A/Mq1q2tKVQ1=K*(q1+q2)
8、*m*t/24/1000VQ2VQ=VQ1+VQ2防护单元11751.03.05845431.250.81.52.3战战时时加加压压泵泵流流量量计计算算表表 防护单元防护单元面积用水饮用水生活用水饮用水生活用水口部简易洗消间水泵选用水泵编号面积标准人数标准标准平均小时流量平均小时流量平均小时流量流量流量流量(m2)(m2/人)（人）(L/d.人)(L/d.人)(m3/h)(m3/h)(m3/h)(m3/h)(m3/h)(m)AMm=A/Mq1q2Qh1=m*q1/24/1000Qh2=m*q2/24/1000Qh3Q=1.2*(Qh1+Qh2+Qh3)QH防护单元11751.03.058454
9、0.120.102.33.03.625战战时时给给水水气气压压罐罐容容积积计计算算表表气压罐战时给水水泵安全1h水泵气压罐气压罐最低气压罐最高罐内工作容积气压罐气压罐名称额定流量系数启动系数调节容积工作压力工作压力压力比系数总容积总容积取值(m3/h)（次）(m3)(Mpa)(Mpa)(m3)(m3)QanqVq1Vq2=a*Q/(4*nq)P1P2b=P1/P2Vq=Vq1/(1-b)战时给水气压罐3.61.160.170.200.250.801.050.870.871.01.0住住宅宅入入户户给给水水管管管管径径计计算算表表附表1-2住宅类型最高日用水人数小时计算管段用水最大用水时平均计算
10、管段设计PP-R管（1.60MPa）铜管用水定额变化给水当量时间平均出流概率同时秒流量公称直径流速公称直径流速(L/人.d)(人)系数总数(h)出流概率对应系数出流概率(L/s)(mm)(m/s)(mm)(m/s)q0mKhNgTU0=q0*m*Kh/(0.2*Ng*T*3600)cU=(1+c(Ng-1)0.49)/Ng1/2qg=0.2*U*Ng1厨1卫（单元）3003.52.54.45243.41370.022990.4940.440.4425250.9325250.761厨2卫（单元）3003.52.56.9242.20160.012640.3920.540.5425251.14252
11、51.001厨3卫（单元）3003.52.59.35241.62470.007970.3340.630.6325251.3025251.171厨4卫（复式）3004.52.514.3241.36580.005970.2700.770.7732321.0232320.931厨5卫（复式）3004.52.516.75241.16600.004470.2490.830.8332321.1132321.001厨6卫（复式）3004.52.519.2241.01730.003360.2310.890.8932321.1832321.071厨4卫（别墅）35062.515.3241.98570.01086
12、0.2660.810.8132321.0732320.971厨5卫（别墅）35062.517.75241.71170.008660.2460.870.8732321.1632321.051厨6卫（别墅）35062.520.2241.50410.007000.2290.930.9332321.2432321.101厨7卫（别墅）35062.522.65241.34140.005780.2160.980.9832321.3132321.181厨8卫（别墅）35062.525.1241.21040.004800.2041.021.0232321.3532321.221厨9卫（别墅）35062.527
13、.05241.12320.004150.1961.061.0632321.4032321.281厨10卫（别墅）35062.529241.04770.003590.1891.101.1032321.4632321.32注：1、c查建筑给水排水设计规范GB 50015-2003附录C中表C所得；2、各管材的直径是根据设计秒流量查手册相应表格所得。室室外外给给水水管管管管径径计计算算表表住宅类型用水 每户用水最高日用水小时衛生器具计算管段用水户数人数用水定额 总人数 变化洗臉盆浴盆洗滌盆淋浴器大便器洗衣机浇花龙头给水当量时间(户)(人)(L/人.d)(人)系数 数量 当量 数量 当量 数量 当量
14、数量 当量 数量 当量 数量 当量 数量当量总数(h)q0mKhNgT1厨4卫349430013962.550.7541.21110.7540.511114990.7241厨5卫349430013962.560.7551.21110.7550.511115845.75241厨6卫349430013962.570.7561.21110.7560.511116700.824注：1、c查建筑给水排水设计规范GB 50015-2003附录C中表C所得；2、各管材的直径是根据设计秒流量查手册相应表格所得。最大用水时平均计算管段设计铸铁管平均出流概率同时秒流量公称直径流速出流概率对应系数出流概率(L/s)
15、(mm)(m/s)U0=q0*m*Kh/(0.2*Ng*T*3600)cU=(1+c(Ng-1)0.49)/Ng1/2qg=0.2*U*Ng1.21410.004830.01918.5618.561501500.991.03650.003500.01619.0519.051501501.020.90420.002920.01519.9619.961501501.06给给水水干干管管流流量量计计算算表表管段编号计算管段计算管段根据建筑物延时自闭阀计算管段累计给水层数给水当量总数用途所定系数附加流量给水设计秒流量（层）(L/s)(L/s)Ngqfqg=0.2Ng1/2+qfJL-1124.52.5
16、02.47249.02.503.50373.52.504.29498.02.504.955122.52.505.536147.02.506.067171.52.506.558196.02.507.009220.52.507.4210245.02.507.83住住宅宅即即热热式式热热水水器器及及管管径径计计算算住宅类型最高日用水 小时 计算管段 用水最大用水平均计算管段设计PP-R管銅管即热式热热水器用水定额 人数 变化 给水当量 时间时平均出流概率同时秒流量公徑 流速 公徑 流速 水器出水量选型(L/人.d)(人)系数总数(h)出流概率(%)对应系数出流概率(L/s)(mm)(m/s)(mm)
17、(m/s)(L/min)(L/min)q0mKhNgTU0=q0*m*Kh/(0.2*Ng*T*3600)U=(1+c(Ng-1)0.49)/Ng1/2qg=0.2*U*Ngqmin=qg*601厨1卫（单元）803.52.51244.05090.028621.0000.2020200.9220200.6212.012.016x1x11厨2卫（单元）803.52.52.2241.84130.009700.6810.3025250.8520200.9418.018.020 x11厨3卫（单元）803.52.52.7241.50030.006970.6140.3325250.8825250.651
18、9.919.920 x11厨4卫（复式）804.52.55.7240.91370.002950.4210.4832320.8625250.9028.828.816x21厨5卫（复式）804.52.57.2240.72340.002340.3750.5432320.9925251.0232.432.416x21厨6卫（复式）804.52.58.7240.59870.001930.3410.5932321.0832320.7235.635.620 x21厨4卫（别墅）10062.57.2241.20560.004770.3770.5432320.9932321.0232.632.620 x21厨5
19、卫（别墅）10062.58.7240.99780.003220.3420.6032321.0832320.7235.735.720 x21厨6卫（别墅）10062.510.2240.85100.002750.3160.6432321.1732320.7838.638.620 x21厨7卫（别墅）10062.511.7240.74190.002400.2950.6940400.8132320.8441.441.424x21厨8卫（别墅）10062.513.2240.65760.002120.2770.7340400.8532320.8843.943.924x21厨9卫（别墅）10062.514.
20、7240.59050.001910.2630.7740400.9032320.9546.346.324x21厨10卫（别墅）10062.516.2240.53580.001730.2500.8140400.9332320.9748.648.624x2注：1、各管材的直径是根据设计秒流量查手册相应表格所得。住住宅宅容容积积式式热热水水器器计计算算住宅类型用水 冷水水的设计小时热水器 热水器设计小时热水器热水器有效贮热设计小时热水器设计人数 温度比热耗热量出水出水热水量贮热贮热容积系数耗热量小时供热量(人)合计温度密度时间容积持续时间()(w/kg.)(kw)()(kg/L)(m3/h)(min)
21、(m3)(h)(kw)tlCQhtrrqrh=Qh/(1.163*(tr-tl)*r)TVVr=TV*qrhTQg=Qh-1.163*Vr*(tr-tl)*r/T1厨1卫（单元）3.55.01.1638.088.0860.000.980.1345.00.0960.0960.751.003.533.531厨2卫（单元）3.55.01.16312.1212.1260.000.980.1945.00.1440.1440.751.005.305.301厨3卫（单元）3.57.01.16319.0719.0760.000.980.3160.00.3150.3150.751.509.539.531厨4卫（
22、复式）4.57.01.16319.0719.0760.000.980.3160.00.3150.3150.751.509.539.531厨5卫（复式）4.57.01.16326.7126.7160.000.980.4460.00.4410.4410.752.0016.6916.691厨6卫（复式）4.57.01.16330.4930.4960.000.980.5060.00.5030.5030.752.0019.0619.061厨4卫（别墅）67.01.16326.7126.7160.000.980.4460.00.4410.4410.752.0016.6916.691厨5卫（别墅）67.01
23、.16326.7126.7160.000.980.4460.00.4410.4410.752.0016.6916.691厨6卫（别墅）67.01.16330.4930.4960.000.980.5060.00.5030.5030.752.0019.0619.061厨7卫（别墅）67.01.16330.4930.4960.000.980.5060.00.5030.5030.752.0019.0619.061厨8卫（别墅）67.01.16341.9241.9260.000.980.6990.01.0371.0370.753.0026.2026.201厨9卫（别墅）67.01.16341.9241.
24、9260.000.980.6990.01.0371.0370.753.0026.2026.201厨10卫（别墅）67.01.16341.9241.9260.000.980.6990.01.0371.0370.753.0026.2026.20注：上表设计小时耗热量按同时使用的浴盆及淋浴器估算。集集中中全全日日供供应应热热水水耗耗热热量量计计算算表表用水项目用水单位数热水定额热水冷水小时变化设计小时设计小时热交换器热交换器有效贮热设计小时耗热量容积式热交换器设计单位温度温度系数耗热量热水量贮热时间贮热容积容积系数持续时间小时供热量(L/人.d)()()(kW)(m3/h)(min)(m3)(h)(
25、kw)mqrtrtlKhQh=Kh*m*qr*C(tr-tl)r/86400/1000qrh=Qh/(1.163*(tr-tl)*r)TVVr=TV*qrhTQg=Qh-1.163*Vr*1000*(tr-tl)*r/T塔楼顾客床16016060.05.06.76453.527.2145.05.410.753.00368.49员工人165060.05.02.505.240.0845.00.060.753.004.26小计1458.767.295.47372.74裙楼餐饮中餐顾客人次17402060.05.01.5136.802.1845.01.630.753.00111.15酒吧顾客人次264
26、860.05.01.58.300.1345.00.100.753.006.75员工人2005060.05.01.539.310.6345.00.470.753.0031.94小计2184.412.932.20149.83裙楼会所顾客人次2005060.05.01.539.310.6345.00.470.753.0031.94员工人505060.05.01.59.830.1645.00.120.753.007.98小计349.140.780.5939.92裙楼会议室顾客人次210360.05.01.52.480.0445.00.030.753.002.01员工人105060.05.01.51.9
27、70.0345.00.020.753.001.60小计44.440.070.053.61合计=小计1+小计2+小计3+小计4696.75696.7511.0811.088.318.31566.11566.11未预见=合计*15%104.51104.511.661.661.251.2584.9284.92总计=合计+未预见801.27801.2712.7412.749.569.56651.03651.03注：热交换器选用导流型容积式热交换器。集集中中定定时时供供应应容容积积式式热热水水器器计计算算用水项目类型冷水水的设计小时热水器 热水器设计小时热水器热水器有效贮热设计小时热水器设计温度比热耗热
28、量出水出水热水量贮热贮热容积系数耗热量小时供热量合计温度密度时间容积持续时间()(w/kg.)(kw)()(kg/L)(m3/h)(min)(m3)(h)(kw)tlCQhtrrqrh=Qh/(1.163*(tr-tl)*r)TVVr=TV*qrhTQg=Qh-1.163*Vr*(tr-tl)*r/T住宅7.01.1637.627.6260.000.980.1345.00.0940.0940.751.003.333.33旅馆7.01.16311.4211.4260.000.980.1945.00.1410.1410.751.005.005.00医院7.01.16319.0719.0760.00
29、0.980.3145.00.2360.2360.751.008.348.34工业企业生活间7.01.16319.0719.0760.000.980.3145.00.2360.2360.751.008.348.34公共浴室7.01.16326.7126.7160.000.980.4445.00.3310.3310.751.0011.6911.69学校7.01.16330.4930.4960.000.980.5045.00.3770.3770.751.0013.3413.34体育馆7.01.16326.7126.7160.000.980.4445.00.3310.3310.751.0011.691
30、1.69计计算算温温差差计计算算表表热交换器名称热媒热媒被加热水被加热水热媒与被加热水初温终温初温终温的计算温差()()()()()tmctmztltrtj=(tmz+tmc)/2-(tl+tr)/2塔楼超高区热交换器806556040塔楼高区及中区热交换器856556042.5裙楼及塔楼低区热交换器906556045表表面面式式热热交交换换器器的的加加热热面面积积计计算算表表热交换器名称设计小时热水系统热传导热传导热媒与被加热水表面式水加热器容积式热交换器选型供热量热损失系数系数效率的计算温差总加热面积数量贮水容积 加热面积(Kw)系数()(m2)（部）(m3)(m2)QhCrKtjFjr=
31、Cr*Qh/(*K*tj)塔楼超高区热交换器547.351.1112500.74017.3622.59.509.50塔楼高区及中区热交换器299.141.1112500.742.57.2522.59.509.50裙楼及塔楼低区热交换器766.861.1112500.74517.5523.011.5011.50热热交交换换器器热热媒媒耗耗量量计计算算表表热交换器名称设计小时热媒管网制备热水热媒热媒热水热媒供热量损失附加系数 所需热媒热量初温终温密度小时热水量(Kw)(Kw)()()kg/L(m3/h)QhkGh=Qh*ktmctmzrqrh=Gh/1.163*(tmc-tmz)*r塔楼超高区热交
32、换器547.351.05574.7290650.9820.1020.10塔楼高区及中区热交换器599.141.05629.1090650.9822.0122.01裙楼及塔楼低区热交换器766.861.05805.2090650.9828.1728.17水水泵泵扬扬程程计计算算表表水泵设计供水单位长度供水沿程泵房内局部局部水头损失泵房外局部总水泵供水 最不利点水泵名称流量管径 沿程水头损失 管长 水头损失水头损失按沿程水头损失比水头损失水头损失 垂直高差 出水水头计算扬程(m3/h)(mm)(m)(m)(m)(m)(m)(m)(m)(m)(m)QDNILhy=I*Lhbbhj=b*hyh=hy+
33、hjHzHtH=h+Hz+Ht二期高区生活给水变频泵471000.032006.003.000.50312.00581584.884.8二期低区生活给水变频泵431000.032006.003.000.50312.00321558.758.7一期生活给水变频泵291000.0152503.753.000.501.8758.63161539.139.1室内消火栓加压泵721500.0132002.603.000.501.36.90581882.782.7自动喷淋加压泵1081500.0282005.603.000.502.811.4082544.744.7室外消火栓加压泵721500.01325
34、03.253.000.501.6257.8881833.433.4取值(m)95.095.065.065.045.045.090.090.050.050.040.040.0住住宅宅项项目目水水泵泵特特性性表表水泵水泵特性名称水泵编号流量扬程功率型号泵体高(m3/h)(m)(kw)(mm)高区生活给水变频泵JB-112855.550DL-71560JB-212855.550DL-71560JB-312855.550DL-71560低区生活给水变频泵JB-418557.565DL-31430JB-518557.565DL-31430JB-618557.565DL-31430室内消火栓加压泵XB-1
35、1089045XBD10/30-125D/5-L1945XB-21089045XBD10/30-125D/5-L1945室内消火栓增压稳压设备配用水泵0.220.381.5ZW(L)-I-X-102806立式隔膜气压罐有效容积300L自动喷淋加压泵ZB-11086030XBD6/30-125G/3-L1634ZB-21086030XBD6/30-125G/3-L1634室外消火栓加压泵XB-3724011XBD4/20-100G/2-L1280XB-4724011XBD4/20-100G/2-L1280室外消火栓增压稳压设备配用水泵0.220.382.2ZW(L)-II-X-A2806立式隔膜
36、气压罐有效容积300L消防电梯集水坑排水泵WB-14015465WQ40-15-4WB-24015465WQ40-15-4车库集水坑1排水泵WB-320152.250WQ40-15-2.2WB-420152.250WQ40-15-2.2车库集水坑2排水泵WB-520152.250WQ40-15-2.2WB-620152.250WQ40-15-2.2车库集水坑3排水泵WB-520152.250WQ40-15-2.2WB-620152.250WQ40-15-2.2车库入口集水坑排水泵WB-74015465WQ40-15-4WB-84015465WQ40-15-4备注泵重基础尺寸(kg)(mm)70
37、5主泵705主泵705备用泵770主泵770主泵770备用泵9621150主泵9621150备用泵15092200 x1100主泵5971050主泵5971050备用泵3631000主泵3631000备用泵23942200 x1100主泵主泵主泵主泵备用泵主泵备用泵主泵备用泵主泵主泵气气压压罐罐容容积积计计算算表表气压罐变頻水泵变頻泵变頻泵安全1h水泵气压罐气压罐最低 气压罐最高 罐内工作 容积气压罐气压罐名称額定流量 最低供水比例 最低供水流量 系数 启动系数调节容积工作压力工作压力压力比系数总容积总容积取值(m3/h)（%）(m3/h)（次）(m3)(Mpa)(Mpa)(m3)(m3)Qb
38、qb=Q*banqVq1Vq2=a*qb/(4nq)P1P2b=P1/P2Vq=Vq1/(1-b)高区生活给水气压罐185091.180.310.400.500.801.051.621.621.61.6中区生活给水气压罐185091.180.310.400.500.801.051.621.621.61.6低区生活给水气压罐185091.180.310.400.500.801.051.621.621.61.6注：本项目采用变频泵给水，故在计算气压罐容积时水泵出流量只按泵组中最小的一部考虑。屋面雨水流量计算表 排水项目降雨历时重现期设计降雨強度徑流系数设计雨水流量分项汇水范围汇水面积(m2)(mi
39、n)(年)(L/s.ha)(L/s)FtPq jqy=qj*F*/10000屋面范围1500.005.02.0441.400.919.86范围2750.005.02.0441.400.929.79小范围地面范围11000.0010.02.0368.080.622.09范围21000.0010.02.0368.080.622.09注：设计降雨強度q j=2424.17(1+0.533lgP)/(t+11.0)0.668屋面雨水流量计算表 排水项目降雨历时重现期设计降雨強度徑流系数设计雨水流量分项汇水范围汇水面积(m2)(min)(年)(L/s.ha)(L/s)FtPq jqy=qj*F*/100
40、00屋面范围1370.005.02.0586.050.919.52范围2550.005.02.0586.050.929.01小范围地面范围11000.0010.02.0431.400.625.88范围21000.0010.02.0431.400.625.88注：设计降雨強度q j=975(1+0.745lgP)/t 0.442室室外外雨雨水水计计算算表表 汇水本段累计地面集水 折减管(渠)管(渠)内降雨重现期 设计降雨 径流设计降雨管徑管道水力流速排水范围汇水面积 汇水面积时间系数长雨水流行历时强度系数流量內徑坡度能力(m2)(m2)(min)(m)累计时间(min)(min)(年)(L/s.
41、ha)(L/s)(mm)(m)(m/s)(L/s)AF=At1MLt2=(L/v/60)t=t1+M*t2Pq jqy=qj*F*/10000DNIv大范围地面范围11000.001000.0010.002.0030.000.0010.03.0397.850.623.87300.000.30000.0040.8056.79范围21000.002000.0010.002.0030.000.6211.23.0382.840.645.94400.000.40000.0040.97122.31范围31000.003000.0010.002.0030.001.1412.33.0371.470.666.8
42、6500.000.50000.0041.13221.75范围41000.004000.0010.002.0030.001.5813.23.0362.320.686.96600.000.60000.0041.28360.60范围51000.005000.0010.002.0030.001.9713.93.0354.670.6106.40700.000.70000.0041.41543.93注：設计降雨強度q j=2424.17(1+0.533lgP)/(t+11.0)0.668化化粪粪池池计计算算表表 排水项目用水实际实际每人每日污水停留污水部分每人每日污泥新鮮污泥浓缩污泥污泥体积浓缩污泥化糞池
43、取值总人数使用人数使用人数生活污水量时间容积污泥量清掏周期含水率含水率缩減系数部分容积容积(人)百分比(人)(L/人.d)(h)(m3)(L/人.d)(d)(m3)(m3)(m3)分项戶数每戶人数mnN=m*nqtV1=N*q*t/(24*1000)TbcKV2=*N*T*(1-b)*K*1.2/(1-c)/1000V=V1+V2住宅单元1003.53500.70245250.01230.630.71800.950.900.8014.8245.4445.44复式1004.54500.70315250.01239.380.71800.950.900.8019.0558.4358.43別墅1006
44、6000.70420300.01263.000.71800.950.900.8025.4088.4088.40小计1192.27192.27办公办公楼15000.4020050.0125.000.71800.950.900.8012.1017.1017.10办公楼210000.4040050.01210.000.71800.950.900.8024.1934.1934.19小计251.2951.29商业商场商场110000.1010025.0121.250.71800.950.900.806.057.307.30商场220000.1020025.0122.500.71800.950.900.8
45、012.1014.6014.60会所5000.105050.0121.250.71800.950.900.803.024.274.27小计326.1726.17备注：1、本表按污废合流系统计算；2、污泥清淘周期应咨询市政相关部门确定。隔隔油油池池计计算算表表分项餐厅洗菜盆排水设计砖砌隔油池选型同时使用数量排水额定流量秒流量型号额定流量长宽高（根据池顶是否有覆土确定）(个)(L/s)(L/s)(L/s)(mm)(mm)(mm)mqQ=m*qQ0QLWH情况110.670.670.671型1.002440194018502350情况220.671.341.342型1.602940194020002
46、500情况340.672.682.683型3.203440194025003000情况470.674.694.694型4.803940194028003300注：1、卫生器具同时使用数量按每间餐厅一个洗菜盆累计。淋淋浴浴及及盥盥洗洗回回用用水水量量计计算算表表 用水项目用水 单位数 用水定额 用水 时变化最高日最高日折算给水量折算 用水分项（淋浴及盥洗）中水中水单位时间系数用水量平均日给水量排水量给水百分率原水量回用水量(L)(h)(m3/d)折减系数折减系数%(m3/d)(m3/d)住宅分项戶数 每戶人数Nq0TKhQ=q0*N/1000bQY=*Q*b QH=QY/1.15单元住宅 121
47、003.5人42350250.00242.510587.50.670.936.02298.331998.55合计110587.510587.52298.332298.331998.551998.55厨厨房房洗洗涤涤回回用用水水量量计计算算表表 用水项目用水 单位数 用水定额 用水 时变化最高日最高日折算给水量折算用水分项（厨房洗涤）中水中水单位时间系数用水量平均日给水量排水量给水百分率原水量回用水量(L)(h)(m3/d)折减系数折减系数%(m3/d)(m3/d)住宅分项戶数 每戶人数Nq0TKhQ=q0*N/1000bQY=*Q*b QH=QY/1.15单元住宅 121003.5人42350
48、250.00242.510587.50.670.919.01213.011054.79合计210587.510587.51213.011213.011054.791054.79洗洗衣衣回回用用水水量量计计算算表表 用水项目用水 单位数 用水定额 用水 时变化最高日最高日折算给水量折算用水分项（洗衣）中水中水单位时间系数用水量平均日给水量排水量给水百分率原水量回用水量(L)(h)(m3/d)折减系数折减系数%(m3/d)(m3/d)住宅分项戶数 每戶人数Nq0TKhQ=q0*N/1000bQY=*Q*b QH=QY/1.15单元住宅 121003.5人42350250.00242.510587.
49、50.670.922.01404.541221.34合计310587.510587.51404.541404.541221.341221.34注：本项目回用水量=合计1+合计2+合计3=4274.68m3/d住住宅宅冲冲厕厕水水量量计计算算表表 用水项目用水单位数 用水定额 用水 时变化最高日用水分项（冲厕）冲厕单位时间系数用水量给水百分率水量(L)(h)(m3/d)%(m3/d)住宅分项戶数每戶人数Nq0TKhQ=q0*N/1000bQY=Q*b单元住宅 121003.5人42350250.00242.510587.521.02223.4冲厕水量10587.510587.52223.4222
50、3.4注：1、本项目绿化用水量=1320m3/d（详见生活給水/排水量计算表）；2、本项目水景补水量=1320m3/d（详见水景补水量计算表）；3、本项目绿中水用水量=绿化用水量+水景补水量+住宅冲厕水量=泳池循环流量计算表附表1-18泳池面积水深泳池初次初次泳池池底日补水使用补充水循环 管道设备泳池水水容积补水时间补水流量放空时间泄水流量百分数时间流量周期 容积附加循环流量(m2)(m)(m3)(h)(m3/h)(h)(m3/h)%(h)(m3/h)(h)系数(m3/h)ApHpVp=Ap*H0t0q0=Vp/t0t1q1=Vp/t1bt2q2=Vp*b/t2Tpadqc=ad*Vp/Tp4
