澧水干流张家界至慈利河段洪水水面线分析  

Flood Water Surface Profile Analysis of the Lishui River between Zhangjiajie and Cili

作　　者：叶泽纲[1] 胡新明[1] 游兴[1] 宁斌武[1] 苏宏荣[1] 

机构地区：[1]湖南省水文水资源勘测局,湖南长沙410007

出　　处：《水文》2002年第3期34-39,共6页Journal of China Hydrology

摘　　要：通过大量的实测大断面资料和洪水调查资料,应用多种方法,分析计算了澧水干流张家界至慈利河段(79km)的沿程洪水水面线,并计算了该河段内规划的宜冲桥水库建成后的洪水回水水面线,对湖南张家界地区水利和交通等工程的规划建设,具有较高的应用价值。The paper analyzes the surface profile of the flood in the Lishui River between Zhangjiajie and Cili(79km).The flood water surface profile has been computed after Yichongqiao reservoir will being build in this river,and many data of cross section and flood has been used by several methods.It is useful to the planing and construction of water conservancy projects and traffic projects in Zhangjiajie.

关 键 词：洪水 水面线 水库 澧水干流 

分 类 号：P331.1[天文地球—水文科学]