山西省某经济开发区污水处理厂和排水管网毕业设计

附录三污水主主干干管水力计计算算表管段编号管道长度设计流量管径坡度流速充满度降落量高程(m)埋设深度LQDI(‰)vh/DhI·L地面水面管底(m)(m)(L/s)(m)(m/s)(m)(m)上端下端坡度(‰)上端下端上端下端上端下端10~920227.6900.3001.6620.5690.650.1950.336111.30110.702.97110.00109.66109.80109.461.501.249~818432.5700.3501.0110.4920.650.2280.186109.80109.203.26108.74108.56108.51108.331.290.878~725197.3000.5001.0990.6630.700.3500.276109.20108.602.39108.53108.25108.18107.901.020.707~6134173.29000.7000.8990.7190.600.4200.121108.60108.500.75107.82107.70107.40107.281.201.22676~567114219.18000.8001.2740.8720.500.4000.145108.50108.301.75107.58107.43107.18107.031.321.275~4221299.87000.8001.0420.8670.650.5200.230108.30108.001.36107.55107.32107.03106.801.271.204~3175336.42000.9001.1680.9380.550.4950.204108.00107.602.29107.00106.79106.50106.301.501.303~2183336.42000.9001.1680.9380.550.4950.214107.60107.202.19106.79106.58106.30106.081.301.122~1298336.42000.9001.1680.9380.550.4950.348107.20107.000.67106.58106.23106.08105.731.121.2720~197241.9600.3501.6770.6340.650.2280.121110.50110.105.56109.33109.21109.10108.981.401.1219~1812381.7100.5001.2030.6640.600.3000.148110.10109.703.25109.13108.98108.83108.681.271.0218~175689.7500.5001.4520.7300.600.3000.081109.70109.503.57108.98108.90108.68108.601.020.9017~1414589.7500.5001.4520.7300.600.3000.210109.50109.202.07108.90108.69108.60108.390.900.8116~1522864.2300.4501.7160.7170.550.2480.391109.80109.401.75109.29108.90109.04108.650.760.7515~1414282.3700.5001.6090.7440.550.2750.228109.40109.201.41108.87108.64108.60108.370.800.8314~13241240.30000.7001.7300.9970.600.4200.417109.20108.801.66108.59108.17108.17107.751.031.0513~12252337.12000.8001.6701.0710.600.4800.421108.80108.202.38108.13107.71107.65107.231.150.97污水主干管水力计算表续表12~11191422.62000.9001.4001.0600.600.5400.267108.20107.702.62107.67107.40107.13106.861.070.84681