圆管水力计算(面积湿周Q).xls

圆管非满流水力计算填入水深、管道半径、底坡、糙率即可求出流量，当h/2R=1时即为漫流水深h半径Rh/2R角度A1A2A3角度1hR时0.50.21.25#NUM!#NUM!#NUM!0.06#NUM!hR时0.40.213.1420.000水力半径 invQ#NUM!0.0040.013#NUM!#NUM!0.10.0040.014 0.92330.116029水深h半径Rh/2R角度A1A2A3角度1hR时0.280.20.7 23.5781780.020.0150.0666.4218hR时0.040.20.10.6440.019水力半径 invQ0.1184940.0050.014 1.2185 0.11448510.0254080.0020.014 0.2896 0.0018937湿周过水面积 净空率#NUM!#NUM!#NUM!1.2570.1260.000湿周过水面积 净空率0.7930.0940.2520.2570.0070.948