施工图DWG版/给排水专业/水力计算书

施工图DWG版/给排水专业/水力计算书 。备注：这个是压缩包 [ 施工图DWG版 ] 中的文件计算原理参照《全国民用建筑工程设计技术措施2009》计算结果：管段名称流量L/s管长m公称直径坡度‰流速m/s充满度%管材W1-W20.2530.0140020.000.890.59HDPEW2-W30.4230.0540060.001.540.56HDPEW3-W40.5730.0140020.000.891.33HDPEW4-W50.7230.92400250.002.360.64玻璃纤维增强塑料夹砂管W5-W60.8430.1040080.001.780.99HDPEW6-W70.9730.0040010.000.633.22HDPEW7-W81.1530.0040010.000.633.81HDPEW8-W91.3630.0440050.001.412.02HDPEW9-W101.3611.4640020.000.893.19HDPEW10-出口2.873.954006.000.677.28HDPEW10-1-W10-20.2630.0140020.000.890.62HDPEW10-2-W10-30.6730.0140020.000.891.57HDPEW10-3-W10-40.7730.0140020.000.891.80HDPEW10-4-W10-50.8330.0140030.001.091.59HDPEW10-5-W101.5125.33400210.002.171.46玻璃纤维增强塑料夹砂管W10-5-1-W10-5-20.0530.0130025.000.820.23HDPEW10-5-2-W10-50.5930.5930015.000.643.46HDPE管段名称流量L/s管长m公称直径坡度‰流速m/s充满度%管材W11-W120.1030.0140030.001.090.20HDPEW12-W130.1730.0240035.001.180.29HDPEW13-W146.8130.0540060.001.956.33HDPEW14-W156.8730.0540060.001.966.35HDPEW15-W167.0330.0240040.001.717.09HDPEW16-W177.6430.0440050.001.896.99HDPEW17-W1