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1、附表一 水力计算表构筑物名称构筑物水头损失（m）构筑物间距（m）连接管道水头损失总损失（m）水面标高（m）地面标高（m）水面与地面之差（m）流量（m3/s）连接管径（mm）流速（m/s）坡度（）沿程损失（m）局部损失（m）水头损失（m）进水管00.6949001.452.40.000.000.000.00-3.500.00-3.50进水井0.1000.93870021.423.10.000.000.000.10-3.500.00-3.50粗格栅间0.3000.93810001.472.10.000.000.000.30-3.600.00-3.60提升泵房0.20100.93860031.393
2、.70.040.020.060.26-3.900.00-3.90细格栅间0.3000.93870021.422.40.000.000.000.303.590.004.89沉砂池0.40780.93810001.472.10.160.080.240.643.290.004.59配水井0.1060.93870021.423.10.020.010.030.132.650.003.95配水渠0.2000.93870021.423.10.000.000.000.202.520.003.82厌氧池0.2000.69470021.452.40.000.000.000.202.320.003.62氧化沟0.8
3、000.93810001.472.10.000.000.000.802.120.003.42集水渠0.201700.93810001.472.10.360.180.540.741.320.002.62配水井0.10321.11160041.323.40.110.060.170.270.580.001.88二沉池0.501351.11160041.323.40.460.230.691.190.310.001.61集水渠0.2001.11160041.323.40.000.000.000.20-0.880.00接触池0.20100.6949001.452.40.030.020.050.25-1.080.000.42巴氏计量槽0.20100.6949001.452.40.030.020.050.25-1.330.000.17出水井0.203000.6949001.452.4 0.720.000.720.92-1.580.00-0.08受纳水体-2.800.00-2.80
