污水计算1

污水计算1污水管道水力计算表（表（1）工程编号：工程名称：（适用范围：圆形断面，非满流，n=0.014,h＞D/2）共页，第页计算管段本段流量转输流量平均流量变化系数变化系数设计流量设计管段流量误差编号长度L面积F比流量q流量Q1Q2Q3KZQS管径D坡度i充满度半中心角θ流速v流量Q降落量△H管内底高程（米）△Q起迄（米）（公顷）升/秒.公顷（升/秒）（升/秒）（升/秒）（升/秒）（米）（‰）h/D度（米/秒）（升/秒）（米）上端下端（升/秒）119.00.661.240.810.82.762.20.24.000.501.57079630.619.630.476-0.4767.39119.00.661.230.810.82.772.20.33.000.601.36943840.7533.040.357-0.576-0.93330.820.000.0#DIV/0!#DIV/0!11.100.751.04719761.07673.320.000-1.633-1.633#DIV/0!0.000.0#DIV/0!#DIV/0!0.32.000.601.36943840.6126.980.000-0.933-0.933#DIV/0!0.000.0#DIV/0!#DIV/0!3.14159270.000.000.000-0.633-0.633#DIV/0!0.000.0#DIV/0!#DIV/0!0.61.500.501.57079630.78110.410.000-1.233-1.233#DIV/0!0.000.0#DIV/0!#DIV/0!0.71.200.701.15927950.87249.430.000-1.333-1.333#DIV/0!0.000.0#DIV/0!#DIV/0!3.14159270.000.000.000-0.633-0.633#DIV/0!0.000.0#DIV/0!#DIV/0!3.14159270.000.000.000-0.633-0.633#DIV/0!0.000.0#DIV/0!#DIV/0!3.14159270.000.000.000-0.633-0.633#DIV/0!0.000.0#DIV/0!#DIV/0!3.14159270.000.000.000-0.633-0.633#DIV/0!0.000.0#DIV/0!#DIV/0