摘要
本文首先导出非棱柱体明渠非均匀渐变流水面线定住分析的基本方程，对水面线进行定性分析，并利用反算断面比能水深法确定水面线试算的假设水深，准确地进行水面线计算．
This paper deduced first the basic equations of surface curves qualitative examinationof nonprismatic channel nonuniform transition flow. Then qualitative examination was taken tosurface curves and hupothetical water depth of surface curves trial calculation was determined byusing the specific energy water depth method of inverse section in order to calculate exactly thesurface curves.
出处
《江西水利科技》
1996年第4期205-212,共8页
Jiangxi Hydraulic Science & Technology
