污水管网主干管水力计算表

管段设计管段管段管内长度流量直径坡度流速h/dL（m)q(l/s)D(mm)I(‰)v(m/s)(﹪)上端下端上端下端上端下端上端下端12345678910111213141516171-214056.824501.200.220.620.2790.168347.150347.400345.429345.261345.150344.9822.0002.4182-347063.524501.100.540.720.3240.517347.400347.650345.261344.744344.982344.4652.4633.1803-4750154.247000.520.500.780.5460.390347.650347.250344.744344.354344.894343.5043.4023.3924-5570202.288000.500.500.730.5840.285347.250347.000344.354344.069343.770343.4853.4303.5155-6410210.308000.500.520.760.6080.205347.000346.500344.069343.864343.461343.4053.5393.0956-7210274.289000.500.550.730.6500.105346.500346.200343.864343.759343.207343.1023.2933.0987-8430284.949000.500.560.760.6840.215346.200345.500343.759343.544343.075342.8603.1252.6408-9570328.018001.700.950.650.5200.969345.500344.500343.544342.575343.024342.0552.6763.2459-10800453.1910001.100.920.610.6100.880344.500343.600342.575341.695341.965341.0853.3352.515管内底标高(m)埋设深度(m)污水管网主干管水力计算污水管网主干管水力计算管段编号地面充满度水面h(m)降落量I*L(m)