排水管排水能力计算

流量Q(L/S)流速v(m/s)粗造系数 n管径D(mm)坡度 i充满度h/d水力半径 R（m）8.081.64270.0091000.0260.60.0277644223.832.15260.0091500.0260.60.04164663151.322.60770.0092000.0260.60.055528841151.313.4170.0093000.0260.60.083293261225.612.86580.0134000.0260.60.1110576821986.536.30850.0138000.050.60.222115364151.291.30850.0095000.0020.570.135125682#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!过水断面 W(m2)0.0049202840.0110706380.0196811340.0442825520.0787245370.3148981480.115617435#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!#DIV/0!湿周 ρ(m)充满角θ(角度)0.1772154253.5443084950.2658231373.5443084950.354430853.5443084950.5316462743.5443084950.7088616993.5443084951.4177233983.5443084950.8556288713.422515483000000000000000000000000充满角θ（弧度)203.07深灰色区域输入参数，浅灰色区域显示结果，\"203.07203.07203.07203.07203.07196.1000000000000输入参数，浅灰色区域显示结果，\"过水断面\"、\"湿周\"、\"充满角\"、\"水力半径\"经过CAD画图验算是对的。okwenhao

CAD画图验算是对的。okwenhao@163.com