摘要
本文对矩形、梯形、复式、 Ｕ 形、圆形五种常用渠道断面形式，采用基本计算公式，推导最佳水力断面的计算程序，应用计算机进行求解，提高工作效率，缩短设计周期。
The computer program used for solving the optimum hydraulic section of rectangular,trapezoidal,compound,U typed,and circular sections of the canal is derived on the basis of basic equations,which can reduce large amount of computation and shorten the design cycle.
出处
《山西水利科技》
1999年第3期72-74,共3页
Shanxi Hydrotechnics
