梯形、矩形渠道水力计算表--有用(算出流速和流量)

1、,梯形渠道断面尺寸、水深计算,水 深,底 宽,边 坡,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,h(m),b(m),m,A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),1.00,2.00,0.75,2.750,4.500,0.611,0.025,36.848,0.010,2.881,7.921,水 深,底 宽,边 坡,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,h(m),b(m),m,A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),0.60,1.30,0

2、.00,0.780,2.500,0.312,0.017,48.444,0.001,0.976,0.761,渠道名称,水 深,底 宽,边 坡,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,矩形渠道断面尺寸、水深计算,龙潭,h(m),b(m),m,A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),水 深,底 宽,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,1.00,1.33,0.10,1.430,3.340,0.428,0.017,51.068,0.001,1.205,1.723,h(m),b(m),A(

3、m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),西山,h(m),b(m),m,A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),0.50,1.00,0.500 ,2.000 ,0.250 ,0.016 ,49.606 ,0.001 ,0.784 ,0.392 ,0.60,1.15,0.10,0.726,2.356,0.308,0.017,48.344,0.001,0.968,0.702,弧形渠道断面尺寸、水深计算,1.69,水 深,半径,外倾角,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,

4、适用条件, ,h(m),R(m),弧度rad,角度,A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),0.5000,0.20,0.248,15.00,0.151 ,1.244 ,0.121 ,0.016 ,43.975 ,0.001 ,0.484 ,0.073 ,r0.2,水深h在圆弧段以上,-1.32,0.5000,0.50,0.364,22.00,0.392 ,1.568 ,0.250 ,0.016 ,49.606 ,0.001 ,0.784 ,0.307 ,r1.0,0.5000,0.35,0.496,30.00,0.280 ,1.453 ,0.1

5、93 ,0.016 ,47.499 ,0.001 ,0.659 ,0.185 ,r1.0,U型渠道断面尺寸、水深计算,水 深,半径,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,h(m),R(m),A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),0.5000,0.40,0.291 ,1.400 ,0.208 ,0.016 ,48.112 ,0.001 ,0.694 ,0.202 ,引水渠试算,梯形渠道断面尺寸、水深计算,水 深,底 宽,边 坡,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,h(m),b

6、(m),m,A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),1.78,1.50,1.50,7.423,7.918,0.937,0.028,35.974,0.002,1.349,10.013,梯形渠道断面尺寸、水深计算,水 深,底 宽,边 坡,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,h(m),b(m),m,A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),1.92,1.00,1.50,7.450,7.923,0.940,0.028,35.992,0.002,1.352,10.070,尾水渠试算,梯形渠道断面尺寸、水深计算,水 深,底 宽,边 坡,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,h(m),b(m),m,A(m*m),(m),R(m),n,C(m1/2/s),I,v(m/s),Q(m3/s),1.62,1.50,1.50,6.367,7.341,0.867,0.028,35.511,0.002,1.586,10.097,梯形渠道断面尺寸、水深计算,水 深,底 宽,边 坡,过水面积,湿 周,水力半径,糙 率,谢才系数,底坡比降,流 速,流 量,h(m),b(m),m,A(