1-21 5.650.281 1.600.00 1.602-3237.050.28110.41 1.6012.013-4354.400.28115.3012.0127.314-5464.900.28118.2427.3145.555-6541.970.28111.8045.5557.356-126 5.930.281 1.6857.3559.037-87 5.670.247 1.440.00 1.448-9818.530.247 4.58 1.44 6.029—10926.800.247 6.62 6.0212.6410—111034.500.2478.5212.6421.1611—121129.560.2477.3021.1628.4612—13
12
4.26
0.247
1.05
87.49
91.75
比流量（l/s)
流量（l/s)转输流量（l/s）合计流量（l/s）
居民生活污水日平均流量分配
管段编号街坊编号街坊面积（ha）
配
管段设计流量（l/s）
总变化系数沿线流量集中流量（本段）集中流量（转输）设计流量
2.30
3.680.000.00 3.68
2.0524.620.000.0024.62
1.8851.34 1.890.0053.23
1.7780.620.00 1.898
2.51
1.7399.220.00 1.89101.11
1.72101.5339.98 1.89143.40
2.30
3.310.000.00 3.31
2.201
3.240.000.0013.24
2.0425.799.780.0035.57
1.9340.849.589.7860.20
1.8753.220.0019.367
2.58
1.64150.470.0061.23211.70
h/D
h（m）1-2 3.681493000.00152-324.624273500.001840.60.4330.153-453.237934000.001230.60.6750.274-582.517605000.000920.60.620.315-6101.113005000.000890.60.7860.396-12143.402006000.00070.6
0.778
0.47
7-8 3.311633000.00158-913.245973000.00159—1035.576453500.001550.60.60.2110—1160.206744500.001010.60.690.3111—1272.584045000.000980.60.5780.2912—13
211.70
96
700
0.00068
0.650.6280.52
充实度
管长（m）管径（mm）坡度I 流速（m/s)
管段编号设计流量(l/s)污
上端下端上端下端上端下端上端0.22107.44106.55105.44105.2220.78106.55106.31105.32104.54105.17104.39 1.380.97106.31106.47104.54103.57104.27103.3 2.040.69106.47105.44103.57102.88103.26102.57 3.210.26105.44105.4102.88102.62102.49102.23 2.950.14105.4105.34102.62
101.61
102.15101.14 3.250.24106.46105.93104.56104.32 1.90.89105.93105.74104.32103.43 1.610.94105.74106.58103.59102.65103.38102.44 2.360.34106.58106.26102.65102.31102.34102 4.240.32106.26105.34102.31101.93101.62101.24 4.640.47
105.34
105.26
101.56101.09
101.04
100.57
4.3
埋设深度（降落量（m）
污水管网主干管水力计算标高地面
水面
管内底
下端1.331.92管顶平接3.172.873.174.21.612.314.144.264.14.69
管顶平接
水面平接
节点6处用水面平接节点12处用管顶平接
管顶平接水面平接深度（m）
备注