参考资料

Chezy's formula An empirical formula that relates river discharge (Q) to channel dimensions and water surface slope. Q = AC√(rS), where A is the cross-sectional area of the river, C is the Chezy discharge coefficient, r is the hydraulic radius, and S is the slope of the water surface. This formula is useful for extending river-flow rating curves. Antoine Chezy was a French engineer, who

Chezy Coefficient. 表达式 C. 提出者 ... 确定谢才系数的经验公式很多，最常用的为1890年由爱尔兰工程师曼宁(R.Manning,1816—1897)提出的曼宁公式： ，式中R为水力半径(m)，n为糙率。 [1] 资料较丰富且考虑 R的指数为变量的计算式有巴甫洛夫斯基（1925

The Chézy Formula is a semi-empirical resistance equation [1] [2] which estimates mean flow velocity in open channel conduits. [3] The relationship was conceptualized and developed in 1768 by French physicist and engineer Antoine de Chézy (1718-1798) while designing Paris's water canal system. [2] [4] Chézy discovered a similarity parameter that could be used for estimating flow