
双壁波纹及混凝土管水力计算表.docx
1页双壁波纹(混凝土)管水力计算表坡度管径坡度I %22.533.544.555.56逆2?5(L/s)BN2Wl/s)26・229.232.034.636.939・241.343.345・214.716.418.019.420.722.023.224.325.4De315(L/S)DN300(L/s)56・262.868.874.479・584.388.993.397.443.348.452.957.261.264.968.471.874.9De400(L/s)DN400(L/s)121.0135.3148.3160.2171 ・3181.6191 ・4200.8209.793.1104.2114.1123.2131.7139.7147.3154.4161.4De500(L/s)DN500(L/s)219.5245.4268.8290.4310.4329.3347・1364.0380.1168.9188.9206.8223.5238.7253.3267.0280.0292.6De600(L/s)DN600(L/s)357.1399.2437.1472.2504.7535.5564.4592.1618.4274.5307.1336.2363.3388.2412.0432.3455.5475.6De800(L/s)DN800(L/s)768.6859.5941.51016.91087・21153 ・11215.41274.71331.5591.1661.0724.3782.1836.4887.2934.9980.71024.4De1000(L/s)DN1000(L/s)1394.11558.31707.51844.11971.42090・72203・82311・42414.31072.01198.51313.21418.41516.61608.51695.71778.11857.5。












