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污水干管设计流量计算表2

污水干管设计流量计算表2
污水干管设计流量计算表2

本段服务

面积

(ha)

比流量q 0(L/(s.ha))流量

q 1(L/s)

123456

781--2 5.02 1.1 5.5220 5.52 2.2412.3506412--27 1.17.707.7 2.1616.608892--3 3.74 1.1 4.11413.2217.33 1.9734.1896413--14 6.45 1.17.09507.1 2.1815.4519615--14 5.4 1.1 5.940 5.94 2.2213.1835914--3 3.82 1.1 4.20213.0417.24 1.9734.031573--4 3.48 1.1 3.82834.5738.4 1.8169.4094416--177.53 1.18.28308.28 2.1417.7178418--17 5.67 1.1 6.2370 6.24 2.2113.7745717--4 6.88 1.17.56814.5222.12 1.9242.483724--5 5.17 1.1 5.68760.5266.21 1.70112.71619--20 5.61 1.1 6.1710 6.17 2.2113.6369620--21 3.88 1.1 4.268 6.1710.38 2.0921.6660322--217.24 1.17.96407.96 2.1517.107121--5 6.04 1.1 6.64418.3424.98 1.9047.339215--6 2.35 1.1 2.58591.1993.78 1.64153.653323--24 5.5 1.1 6.050 6.05 2.2113.4006625--247.05 1.17.75507.76 2.1616.7240224--68.52 1.19.37213.8123.18 1.9144.290926--7 5.84 1.1 6.424116.96123.38 1.59196.1425

26--27 2.61 1.1 2.8710 2.87 2.30 6.60128--27 6.01 1.1 6.6110 6.61 2.1914.4991727--79.04 1.19.9449.4819.42 1.9537.836037--8 4.34 1.1 4.774142.8147.57 1.56230.02348--9 3.48 1.1 3.828147.57151.4 1.55235.32929--100151.4151.4 1.55235.329230--31 5.66 1.1 6.2260 6.23 2.2113.7549232--31 5.11 1.1 5.6210 5.62 2.2312.5495831--10 6.1 1.1 6.7111.8518.56 1.9636.3411133--10 5.84 1.1 6.4240 6.42 2.2014.1276510--11 3.4 1.1 3.74176.38180.12 1.52274.671736--35 6.27 1.1 6.8970 6.9 2.1815.0639729--347.13 1.17.84307.84 2.1516.8773834--357.27 1.17.9977.8415.84 1.9931.5606535--3712.12 1.113.33222.7436.07 1.8265.6483538--3710.3 1.111.33011.33 2.0723.4222439--37 4.82 1.1 5.3020 5.3 2.2511.9115837--11 6.81 1.17.49152.760.19 1.72103.547711--40000240.31

240.31

1.48

355.0183

总变化系

数K z

生活污水设计流量Q 1(L/s)居住区生活污水量Q 1

污水干管设计流量计算

管段编号本段流量

转输流量q 2(L/s)合计平均

流量

(L/s)

单位面积平均工业废水流量

910111213141512.2511.295011.3 1.213.5625.910641--22.2515.75015.75 1.218.935.5088912--22.258.41527.0535.47 1.242.5676.749642--32.2514.5125014.51 1.217.4132.8619613--142.2512.15012.15 1.214.5827.7635915--142.258.59526.6635.26 1.242.3176.3415714--32.257.8370.7378.56 1.294.27163.67943--42.2516.9425016.94 1.220.3338.0478416--172.2512.7575012.76 1.215.3129.0845718--172.2515.4829.745.18 1.254.2296.7037217--42.2511.6325123.74135.37 1.2162.44275.1564--52.2512.6225012.62 1.215.1428.7769619--202.258.7312.6221.35 1.225.6247.2860320--212.2516.29016.29 1.219.5536.657122--212.2513.5937.6451.23 1.261.48108.819221--52.25 5.2875188.6191.89 1.2230.27383.92335--62.2512.375012.38 1.214.8628.2606623--242.2515.8625015.86 1.219.0335.7540225--242.2519.1728.2447.41 1.256.89101.180924--62.2513.14239.3252.44 1.2302.93499.07256--72.25 5.87250 5.87 1.27.0413.64126--272.2513.5225013.52 1.216.2230.7191728--272.2520.3419.3939.73 1.247.6885.5160327--72.259.765292.17301.94 1.2362.33592.35347--82.257.83301.94309.77 1.2371.72607.04928--92.250309.77309.77 1.2371.72607.04929--102.2512.735012.74 1.215.2929.0449230--312.2511.4975011.5 1.213.826.3495832--312.2513.72524.2437.97 1.245.5681.9011131--102.2513.14013.14 1.215.76829.8956533--102.257.65360.88368.53 1.2442.236716.907710--112.2514.1075014.12 1.216.94432.0079736--352.2516.0425016.04 1.219.24836.1253829--342.2516.357516.0432.4 1.238.8870.4406534--352.2527.2746.5273.79 1.288.548154.196435--372.2523.175023.18 1.227.81651.2382438--372.2510.845010.85 1.213.0224.9315839--372.2515.3225107.82123.14 1.2147.768251.315737--112.250491.67491.67 1.2590.004945.022311--40

本段流量(L/s)

转输流量(L/s)设计流量

(L/s)

总变化系

数Kz 合计平均流量工业废水流量Q 3

工业废水设计流量Q3(L/s)

量计算表

管段编号

充满度 地面

管道长度管径 D坡度I流速v h/D h降落量I*L 上端 下端161718192021222324 241.073000.00380.770.480.140.9163009.603008.03 385.063500.00250.710.510.180.9633009.023008.03 508.474000.00280.890.650.26 1.4243008.033007.32 249.863500.00220.670.510.180.5503007.573007.50 313.963500.00280.700.430.150.8793008.333007.50 321.234000.00280.890.640.260.8993007.503007.32 543.736000.0030 1.120.510.31 1.6313007.323005.37 241.453500.00220.690.560.200.5313006.023005.53 438.013500.00300.720.430.15 1.3143007.343005.53 351.505000.00300.980.500.25 1.0553005.533005.37 517.327000.0026 1.200.580.41 1.3453005.373003.80 397.613500.00200.620.490.170.7953006.103005.10 241.114000.00220.730.510.200.5303005.103004.60 403.883500.00220.680.550.190.8893005.443004.60 294.504500.0035 1.060.610.27 1.0313004.603003.80 412.768000.0026 1.310.570.46 1.0733003.803002.54 317.823500.00320.740.420.15 1.0173005.403003.74 367.853500.00200.660.550.190.7363004.493003.74 335.455000.00300.990.520.26 1.0063003.743002.54 518.238000.0030 1.430.660.53 1.5553002.543000.96 281.683000.00300.600.360.110.8453007.363002.82 173.063000.00340.770.550.170.5883003.563002.82 542.984500.0040 1.060.510.23 2.1723002.823000.96 586.568000.0033 1.580.700.56 1.9363000.963000.81 521.598000.0034 1.620.700.56 1.7733000.813002.61

60.005000.5423002.613002.84 513.653000.0080 1.040.420.13 4.1093023.003009.00 262.983000.00380.770.490.150.9993007.503009.00 468.344000.0100 1.480.450.18 4.6833009.003002.84 255.693500.00200.630.500.180.5113002.553002.84 746.869000.0023 1.500.680.61 1.7183002.842999.04 315.333500.00350.790.440.15 1.1043001.793000.60 375.523500.00210.670.550.190.7893001.983001.28 558.804000.00300.900.600.24 1.6763001.283000.60 592.646000.00200.940.560.34 1.1853000.602999.40 348.964000.0070 1.140.390.16 2.4433002.192999.40 154.363000.00300.700.500.150.4633000.202999.40 174.697000.0030 1.240.520.360.5242999.402999.04

上端下端上端下端上端

下端

2526272829303007.5443006.6283007.400######## 2.20 1.553007.5923006.6283007.413######## 1.61 1.583006.6283005.2053006.368######## 1.66 2.38水面平接3005.7493005.1993005.570######## 2.00 2.483006.0783005.1993005.928######## 2.40 2.453005.1993004.3003004.943######## 2.56 3.28水面平接3004.3003002.6693003.994######## 3.33 3.01水面平接3004.2163003.6853004.020######## 2.00 2.043005.2913003.9813005.140######## 2.20 1.703003.6853002.6313003.435######## 2.10 2.99水面平接3002.6313001.2863002.225######## 3.14 2.92水面平接3004.2723003.4763004.100######## 2.00 1.803003.4763002.9463003.272######## 1.83 1.86水面平接3003.6333002.7443003.440######## 2.00 2.053002.7453001.7143002.470######## 2.13 2.36水面平接3001.7143000.6413001.258######## 2.54 2.36水面平接3003.3473002.3303003.200######## 2.20 1.563002.4833001.7473002.290######## 2.20 2.193001.7473000.7413001.487######## 2.25 2.06水面平接3000.6412999.0863000.113######## 2.43 2.40水面平接3002.1683001.3233002.060######## 5.30 1.613001.7253001.1373001.560######## 2.00 1.853001.1372998.9663000.908######## 1.91 2.22水面平接2998.9662997.0302998.406######## 2.55 4.34水面平接2997.0302995.2572996.470######## 4.347.91水面平接2995.2572994.7252994.757########7.858.63两根倒虹管

3019.6263015.5173019.500######## 3.503005.8473004.8483005.700######## 1.80 4.303004.8483000.1653004.668######## 4.33 2.86水面平接3000.6763000.1653000.501######## 2.05 2.852994.7252993.0072994.113########8.73 6.64水面平接2999.7442998.6402999.590######## 2.20 2.112999.9732999.1842999.780######## 2.20 2.292999.1842997.5082998.944######## 2.34 3.332997.5082996.3232997.172######## 3.43 3.41水面平接3000.0462997.6032999.890######## 2.30 1.952998.0662997.6032997.916######## 2.28 1.952996.323

2995.799

2995.959

########

3.44 3.61水面平接

(-6.39)1.61 设四级跌水井 埋设深度 水面 管内底

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