1、重庆南岸南滨路商住区项目二期生活給水/排水量估算表 用水項目单位 单位数用用水水定定额额用水时间时变化最高日最大时最高日最大时系数用水量用水量排水量排水量住宅分项户数每户人数(L)(L)(h)(m3/d)(m3/h)(m3/d)(m3/h)普通单元9243.2人2957250.00250.00242.5739.277.0665.369.3相连单元643.2人205250.00250.00242.551.25.346.14.8Town House503.2人160250.00250.00242.540.04.236.03.8住宅停车库m2105102.002.0081.021.02.621.022、.6小计1851.489.1768.480.5商业商务公寓132人26300.00300.00242.07.80.77.80.7商铺m2179505.005.00121.589.811.289.811.2商场停车库m279002.002.0081.015.82.015.82.0餐飲商铺快餐店顾客人次1380825.0025.00121.5345.243.1345.243.1員工人46060.0060.00121.527.63.536.03.5會所顾客人4060.0060.00121.52.40.32.40.3員工人1060.0060.00121.50.60.10.60.1室外游泳池补水m3363、4每每日日按按池池水水容容积积15%121.054.64.60.00.0室外儿童戏水池补水m314每每小小时时按按池池水水容容积积20%121.033.62.80.00.0小计2577.468.2497.560.8绿地及道路洒水m2180002.02.081.036.04.50.00.0小计336.04.50.00.0合计=小计1+小计2+小计31464.8161.81265.9141.3未预见=合计*20%293.032.4253.228.3总计=合計+未預見1757.71757.7194.2194.21519.11519.1169.6169.6注：1、餐饮用餐人数的确定，餐饮面积按原商铺总4、面积的1/3，餐厅餐厨比2：1，1.3m2/座，一天3餐；2、因室外园林设计未确定，未预见用水量按20%确定（正常按10%15%）。重庆南岸南滨路商住区项目二期生活排水量估算表 用水項目单位 单位数用用水水定定额额用水时间时变化最高日系数用水量住宅分项户数每户人数(L)(L)(h)(m3/d)B1栋923.2人294250.00250.00242.573.6住宅停车库m230002.002.0081.06.0小计179.6商业商铺m250005.005.00121.525.0商场停车库m225002.002.0081.05.0餐飲商铺快餐店顾客人次350025.0025.00121.587.55、員工人11760.0060.00121.57.0小计2124.5合计=小计1+小计2204.1未预见=合计*20%40.8总计=合計+未預見244.9244.9注：1、餐饮用餐人数的确定，餐饮面积按原商铺总面积的1/3，餐厅餐厨比2：1，1.3m2/座，一天3餐；2、因室外园林设计未确定，未预见用水量按20%确定（正常按10%15%）。最大时最高日最大时用水量排水量排水量(m3/h)(m3/d)(m3/h)7.766.26.90.86.00.88.472.27.73.125.03.10.65.00.610.987.510.90.936.00.915.6153.515.624.0225.723.6、24.845.14.628.828.8270.9270.927.927.9重庆南岸南滨路商住区项目二期生活排水量估算表 用水項目单位 单位数用用水水定定额额用水时间时变化最高日系数用水量住宅分项户数每户人数(L)(L)(h)(m3/d)B2栋493.2人157250.00250.00242.539.2B3栋503.2人160250.00250.00242.540.0B4栋493.2人157250.00250.00242.539.2住宅停车库m24002.002.0081.00.8小计1119.2商业商铺m265005.005.00121.532.5商场停车库m227002.002.0081.07、5.4餐飲商铺快餐店顾客人次520025.0025.00121.5130.0員工人17360.0060.00121.510.4小计2178.3合计=小计1+小计2297.5未预见=合计*20%59.5总计=合計+未預見357.0357.0注：1、餐饮用餐人数的确定，餐饮面积按原商铺总面积的1/3，餐厅餐厨比2：1，1.3m2/座，一天3餐；2、因室外园林设计未确定，未预见用水量按20%确定（正常按10%15%）。最大时最高日最大时用水量排水量排水量(m3/h)(m3/d)(m3/h)4.135.33.74.236.03.84.135.33.70.10.80.112.4107.411.24.138、2.54.10.75.40.716.3130.016.31.336.01.322.3203.922.334.7311.333.56.962.36.741.741.7373.5373.540.240.2重庆南岸南滨路商住区项目二期化粪池计算表排水項目排水实际每人每日污水停留 污水部分 每人每日污泥新鲜污泥 浓缩污泥 污泥体积 污泥部分 生化池取值人数使用人数 生活污水量时间容积污泥量清淘周期含水率含水率缩减系数容积容积住宅分项户数 每户人数(人)(人)(L/人.d)(h)(m3)(L/人.d)(d)(m3)(m3)(m3)B1栋923.2294206250.01225.760.71800.9509、.900.8012.4638.2240.00B2栋493.2157110250.01213.720.71800.950.900.806.6420.36B3栋503.2160112250.01214.000.71800.950.900.806.7720.77B4栋493.2157110250.01213.720.71800.950.900.806.6420.3675.00B5栋1243.2397278250.01234.720.71800.950.900.8016.8051.5275.00B6栋2083.2666466250.01258.240.71800.950.900.8028.1886.410、2100.00B7栋2203.2704493250.01261.600.71800.950.900.8029.8091.40100.00B8栋2443.2781547250.01268.320.71800.950.900.8033.06101.38100.00商业商务公寓1322618250.0122.280.71800.950.900.801.103.38商铺一般300030030.0124.500.71800.950.900.8018.1422.64餐饮506350675.01218.980.71800.950.900.8030.6249.60会所50560.0120.150.71800.11、950.900.800.300.45小计76.0875.00说明：本工程采用雨污分流，污废合流制排水。重庆南岸南滨路商住区项目二期化粪池计算表排水項目排水实际每人每日污水停留 污水部分 每人每日污泥新鲜污泥 浓缩污泥 污泥体积 污泥部分 生化池取值人数使用人数 生活污水量时间容积污泥量清淘周期含水率含水率缩减系数容积容积住宅分项户数 每户人数(人)(人)(L/人.d)(h)(m3)(L/人.d)(d)(m3)(m3)(m3)普通单元9243.229572070250.012258.720.71800.950.900.80125.18383.90相连单元643.2205143250.01217.12、920.71800.950.900.808.6726.59Town House503.2160112250.01214.000.71800.950.900.806.7720.77小计1431.26商业商务公寓1322618250.0122.280.71800.950.900.801.103.38商铺一般300030030.0124.500.71800.950.900.8018.1422.64餐饮506350675.01218.980.71800.950.900.8030.6249.60会所50560.0120.150.71800.950.900.800.300.45小计276.08合计507.13、34510说明：本工程采用雨污分流，污废合流制排水。重庆南岸南滨路商住区项目二期雨水流量計算表 排水項目降雨歷時t 重現期P設計降雨強度q j徑流系數設計雨水流量分項匯水面積(m2)(min)(年)(L/s.ha)(L/s)排入市政出口120400.0015.03.0289.830.6354.75排入市政出口114000.0015.03.0289.830.3121.73476.48排入市政出口27440.0015.03.0289.830.6129.38排入市政出口23100.0015.03.0289.830.326.95排入市政出口320700.0015.03.0289.830.6359.9714、注：設計降雨強度q j=2822(1+0.775lgP)/(t+12.8P0.076)0.77重庆南岸南滨路商住区项目二期雨水流量計算表 排水項目降雨歷時t 重現期P設計降雨強度q j徑流系數設計雨水流量分項匯水面積(m2)(min)(年)(L/s.ha)(L/s)排入市政出口115600.0015.03.0289.830.6271.28排入市政出口25520.0015.03.0289.830.695.99排入市政出口37440.0015.03.0289.830.6129.38排入市政出口426700.0015.03.0289.830.6464.31注：設計降雨強度q j=2822(1+0.715、75lgP)/(t+12.8P0.076)0.77室外雨水計算表 匯水本段纍計地面集水折減管(渠)管(渠)内雨水流行 降雨 重現期范圍面積面積時間t1係數m長L纍計時間t2歷時tP(m2)(m2)(min)(m)(min)(min)(年)地面范圍11000.001000.0010.002.0030.000.0010.02.0范圍21000.002000.0010.002.0030.000.4410.92.0范圍31000.003000.0010.002.0030.000.8011.62.0范圍41000.004000.0010.002.0030.001.1212.22.0范圍51000.00516、000.0010.002.0030.001.3912.82.0范圍61000.006000.0010.002.0030.001.6413.32.0范圍71000.007000.0010.002.0030.001.8713.72.0范圍81000.008000.0010.002.0030.002.0814.22.0范圍91000.009000.0010.002.0030.002.2814.62.0范圍101000.0010000.0010.002.0030.002.4714.92.0范圍111000.0011000.0010.002.0030.002.6415.32.0范圍121000.001217、000.0010.002.0030.002.8115.62.0范圍131000.0013000.0010.002.0030.002.9615.92.0范圍141000.0014000.0010.002.0030.003.1116.22.0范圍151000.0015000.0010.002.0030.003.2616.52.0范圍161000.0016000.0010.002.0030.003.4016.82.0范圍171000.0017000.0010.002.0030.003.5317.12.0范圍181000.0018000.0010.002.0030.003.6617.32.0注：設計降18、雨強度q j=2424.17(1+0.533lgP)/(t+11.0)0.668設計降雨 徑流 設計雨水管徑管道最大充角度aa角對邊長三角形扇形面積 水流有效強度q j系數流量內徑滿度面積斷面面積(L/s.ha)(L/s)(mm)(m)(弧度表示)(半徑為1)(m2)(m2)(m2)368.080.622.09300.000.300010.000.000.00000.07070.0707358.130.642.98400.000.400010.000.000.00000.12570.1257350.400.663.07500.000.500010.000.000.00000.19630.19619、3344.060.682.57600.000.600010.000.000.00000.28270.2827338.680.6101.60700.000.700010.000.000.00000.38480.3848334.010.6120.24800.000.800010.000.000.00000.50270.5027329.870.6138.54900.000.900010.000.000.00000.63620.6362326.150.6156.551000.001.000010.000.000.00000.78540.7854322.780.6174.301100.001.1000120、0.000.000.00000.95030.9503319.700.6191.821200.001.200010.000.000.00001.13101.1310316.850.6209.121300.001.300010.000.000.00001.32731.3273314.210.6226.231400.001.400010.000.000.00001.53941.5394311.750.6243.171500.001.500010.000.000.00001.76711.7671309.450.6259.931600.001.600010.000.000.00002.01062.01021、6307.280.6276.551700.001.700010.000.000.00002.26982.2698305.230.6293.021800.001.800010.000.000.00002.54472.5447303.290.6309.351900.001.900010.000.000.00002.83532.8353301.450.6325.562000.002.000010.000.000.00003.14163.1416濕周 水力半徑粗糙系數 水力坡度流速 排水能力 排水能力排水能力(m2)(m)(m/s)(m3/s)(m3/h)(L/s)0.940.07500.0140.022、081.140.0803289.1380.311.260.10000.0140.0081.380.1730622.68172.971.570.12500.0140.0081.600.31361128.99313.611.880.15000.0140.0081.800.51001835.86509.962.200.17500.0140.0082.000.76922769.26769.242.510.20000.0140.0082.181.09833953.751098.262.830.22500.0140.0082.361.50355412.721503.533.140.25000.0140.023、082.541.99137168.621991.283.460.27500.0140.0082.702.56759243.072567.523.770.30000.0140.0082.863.238011656.973238.054.080.32500.0140.0083.024.008514430.614008.504.400.35000.0140.0083.174.884417583.714884.364.710.37500.0140.0083.325.871021135.495870.975.030.40000.0140.0083.476.973525104.736973.545.34024、.42500.0140.0083.618.197229509.798197.165.650.45000.0140.0083.759.546834368.649546.845.970.47500.0140.0083.8911.027539698.9111027.476.280.50000.0140.0084.0212.643945517.9112643.86排水管最大排水流量計算表管材管徑管道內徑最大充滿度粗糙系數水力坡度流速排水能力(mm)(m)(m/s)(L/s)UPVC管500.0460.50.0090.0250.900.74750.07040.50.0090.0251.192.3111025、0.10360.50.0090.010.974.1014.758373491600.15200.60.0090.011.3515.3155.117759862000.18200.50.0090.0081.2716.482500.22800.50.0090.0081.4730.05混凝土管3000.30000.50.0130.0040.8730.58110.08588754000.40000.50.0130.0041.0565.86237.0836545000.500010.0130.0041.22238.816000.600010.0130.0041.37388.337000.700010.026、130.0041.52585.788000.800010.0130.0041.66836.339000.900010.0130.0041.801144.9410001.000010.0130.0041.931516.3611002.000010.0130.0043.069628.3012001.200010.0130.00151.341509.9713001.300010.0130.00151.411869.2514001.400010.0130.00151.482277.6815001.500010.0130.00151.552737.76v=1/nR2/3i1/2Q=Av其中：n為粗糙系數27、 R為水力半徑(m)i為排水坡度 A為水流有效斷面面積(m2)v為流速(m/s)Q為設計流量(m3/s)給水立管計算表供水最高日用水每户 用水 小時每户計算管段 用水 最大用水時平均計算管段設計管徑流速區域用水定額户数人数 人數 變化給水給水當量 時間平均出流概率同時秒流量(L/人.d)（户）(人)(人)系數當量數總數(h)出流概率對應系數 出流概率(L/s)(mm)(m/s)市政给水区2501423.2454.42.57994241.65340.008200.0398.611001二次加压给水低区2501923.2614.42.571344241.65340.008200.03510.32128、001.2二次加压给水中区2501143.2364.82.57798241.65340.008200.0437.561000.88二次加压给水高区12501923.2614.42.571344241.65340.008200.03510.321001.2二次加压给水高区22502283.2729.62.571596241.65340.008200.03311.461001.33B6至B8栋住宅给水超高区2501623.2518.42.571134241.65340.008200.0379.311001.07B6栋住宅给水超高区250383.2121.62.59.3353.4241.24450.29、005060.0584.51800.83B7栋住宅给水超高区250503.21602.59.3465241.24450.005060.0515.23800.95B8栋住宅给水超高区250743.2236.82.59.3688.2241.24450.005060.0436.49801.19B6栋住宅给水超高区1250203.2642.59.3186241.24450.005060.0783.20650.91B6栋住宅给水超高区2250183.257.62.59.3167.4241.24450.005060.0823.02650.88B7栋住宅给水超高区1250323.2102.42.59.32930、7.6241.24450.005060.0634.11651.16B7栋住宅给水超高区2250183.257.62.59.3167.4241.24450.005060.0823.02650.88B8栋住宅给水超高区1250243.276.82.59.3223.2241.24450.005060.0723.52651.02B8栋住宅给水超高区2250363.2115.22.59.3334.8241.24450.005060.0594.38651.25B8栋住宅给水超高区3250143.244.82.59.3130.2241.24450.005060.0922.65650.76住宅入户給水管管径計31、算表住宅类型最高日用水人數小時 計算管段 用水 最大用水時平均計算管段設計鋼管PP-R管UPVC管銅管用水定額變化 給水當量 時間平均出流概率同時秒流量 公徑流速公徑 流速修正流速公徑 流速修正 流速公徑流速(L/人.d)(人)系數總數(h)出流概率對應系數 出流概率(L/s)(mm)(m/s)(mm)係數K2(m/s)(mm)係數K2(m/s)(mm)(m/s)1厨1卫（单元）2503.22.54.45242.60090.015980.4880.43250.85251.1190.76251.210.82250.761厨2卫（单元）2503.22.56.9241.67740.008390.3832、80.54251.04251.1890.99251.1540.962511厨3卫（单元）2503.22.59.35241.23790.005010.3320.62251.18251.1891.13251.1541.10251.171厨4卫（复式）2503.22.514.3240.80940.001800.2660.76320.82321.1750.89321.1210.85320.931厨5卫（复式）2503.22.516.75240.69100.000920.2450.82320.87321.1750.96321.1210.923211厨6卫（复式）2503.22.519.2240.602833、0.000260.2280.88320.94321.1751.02321.1210.98321.07给水管道水头损失计算表管材给水管道管道海澄-威廉 管道单位长度管道设计流量 计算内经 计算流速系数水头损失长度(m3/s)(m)(m/s)Ch(kPa/m)(m)塑料管0.0560.251.131400.045775222100铜管、不锈钢管#DIV/0!130#DIV/0!衬水泥、树脂铸铁管#DIV/0!130#DIV/0!普通钢管、铸铁管0.27180.42.161000.16311500管道沿程管道管道取值备注水头损失 局部损失总损失(m)(m)(m)(m)0.460.230.6934#D34、IV/0!#DIV/0!#DIV/0!35#DIV/0!#DIV/0!#DIV/0!3624.4712.2336.7037住宅即热式热水器及管径计算住宅类型最高日用水 小時 計算管段 用水 最大用水平均計算管段設計即热式热水器熱水器用水定額 人數 變化 給水當量 時間時平均出流概率同時秒流量出水量選型(L/人.d)(人)系數總數(h)出流概率 對應系數 出流概率(L/s)(L/min)(L/min)1厨1卫（单元）803.52.51.7242.38290.014150.7760.2615.816x11厨2卫（单元）803.52.53.2241.26590.005220.5630.3621.6235、0 x11厨3卫（单元）803.52.54.2240.96450.003120.4910.4124.716x21厨4卫（复式）804.52.57.2240.72340.002340.3750.5432.416x21厨5卫（复式）804.52.58.7240.59870.001930.3410.5935.620 x21厨6卫（复式）804.52.510.2240.51060.001650.3150.6438.520 x21厨4卫（别墅）10062.57.2241.20560.004770.3770.5432.620 x21厨5卫（别墅）10062.58.7240.99780.003220.34236、0.6035.720 x21厨6卫（别墅）10062.510.2240.85100.002750.3160.6438.620 x21厨7卫（别墅）10062.511.7240.74190.002400.2950.6941.424x21厨8卫（别墅）10062.513.2240.65760.002120.2770.7343.924x21厨9卫（别墅）10062.514.7240.59050.001910.2630.7746.324x21厨10卫（别墅）10062.516.2240.53580.001730.2500.8148.624x2注：上表各衛生間以供應一個洗臉盆及一個浴盆熱水的標準進行計算37、。变频水泵計算表水泵最高日用水 小時 計算管段 用水 最大用水時平均計算管段設計管徑流速供水總水頭出水水泵計算名稱用水定額 人數 變化 給水當量 時間平均出流概率同時秒流量管長損失水頭揚程流量(L/人.d)(人)系數總數(h)出流概率對應系數 出流概率(L/s)(mm)(m/s)(m)(m)(m)(m)(m3/h)高區300352.596.15241.57990.007100.1092.30500.8780.001.590161513.68.28中區300352.596.15241.57990.007100.1092.30500.8780.001.59021513.68.28低區300842.38、5171.05241.65470.008210.0843.17501.2180.002.857921514.911.41循環水泵特性表水泵水泵特性備注名稱水泵編號參考型號揚程流量功率(m)(m3/h)(kw)泳池SP-1KQL80/140-5.5/225365.5主泵SP-2KQL80/140-5.5/225365.5主泵SP-3KQL80/140-5.5/225365.5副泵兒童泳池SP-4KQL50/150-2.2/22582.2主泵SP-5KQL50/150-2.2/22582.2主泵水力按摩池SP-6KQL50/150-2.2/22892.2主泵SP-7KQL50/150-2.2/2239、892.2主泵SP-8KQL80/140-5.5/225365.5主泵SP-9KQL80/140-5.5/225365.5副泵冰力按摩池SP-10KQL50/150-2.2/22892.2主泵SP-11KQL50/150-2.2/22892.2主泵礦物池SP-12KQL50/150-2.2/22892.2主泵SP-13KQL50/150-2.2/22892.2主泵香薰水療池SP-14KQL50/140-1.5/223121.5主泵SP-15KQL50/140-1.5/223121.5主泵气压罐容积计算表供水 變頻水泵變頻泵變頻泵安全1h水泵气压罐气压罐最低 气压罐最高 罐内工作 容积 气压罐區40、域 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(m3/h)（%）(m3/h)（次）(m3)(Mpa)(Mpa)(m3)高區185091.180.310.420.570.741.051.2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。减压阀计算分項供水屋顶水箱生活 分区最高 分区最低减压阀阀前阀后 阀前阀后 区内区内区域最低水位标高层标高层标高安装标高 压力压力压差低压高压(m)(m)(m)(m)(m)(m)(m)(m)(m)高区 十六二十层10090661034中区八十五层6342653513221536低区一七层3924415920392237水泵計算表水泵最大時 管徑流速單位長度供水總水頭水泵供水出水水泵計算名稱用水量水頭損失管長損失垂直高差水頭揚程流量(m3/h)(mm)(m/s)(m)(m)(m)(m)(m)(m)(m3/h)范圍110.001001.50.04840023.041005128.010.0范圍220.001501.50.0145008.401005113.4范圍330.002001.50.0145008.401005113.4