摘要
文中对《山西水利科技》2004年第一期“弧形坡脚梯形渠道实用经济断面的计算”一文中KB公式的形式进行了改进并对该文中KB值的计算表格数据作了修正。
In this paper, the author modifies the calculation formula of coefficient KB of practically economic cross-section of trapezoidal channel with cured slop toe and renews its calculation result in author＇s another article, which was published in SHANXI HYDROTECHNICS（2004 NO.1 ）.
出处
《山西水利科技》
2007年第1期95-96,共2页
Shanxi Hydrotechnics
关键词
弧形坡脚梯形渠道
实用经济断面
水力计算
trapezoidal channel with curved slop toe practically economic cross-section hydraulic calculation
