水力学——渠道水利计算

表6-13 水深试算h0(m)A(m2)(m)R(m)C(m1/2/s)QACRi(m3/s)0.5701.6274.0550.40134.32.960.5751..0730.40434.3933.010.5801.66.0910.40734.4333.060.5851.6834.1090.41034.4723.11水深试算h0(m)A(m2)(m)R(m)C(m1/2/s)QACRi(m3/s)2.1223.70215.41.512.86839.552.1323.84515.6801.52142.539.2.1423.915.7161.522.92140.232.1524.13415.7521.53242.94840.57临界水深hkh(m)A(m2)B(m)A3/BQ2/g0.504.3759.508.815163.270.807.36010.4038.3351.009.50011.0077.9431.1010.61511.30105.8481.2011.76011.60140.205h-q曲线0.590.5850.580.5750.570.5652.95 3.00 3.05 3.10 3.15 h-q曲线0.590.5850.580.5750.570.5652.95 3.00 3.05 3.10 3.15 临界水深hk1.28 1.27 1.27 1.26 )1.26 m(1.25 h1.25 1.24 1.24 1.23 1.23 150.00 155.00 160.00 165.00 170.00 A^3/B