| 注册
首页|期刊导航|水利水电科技进展|韩江干流航道设计最低通航水位探讨

韩江干流航道设计最低通航水位探讨

徐锡荣 白金霞 陈界仁 何建华

水利水电科技进展2011,Vol.31Issue(6):66-68,79,4.
水利水电科技进展2011,Vol.31Issue(6):66-68,79,4.DOI:10.3880/j.issn.1006-7647.2011.06.017

韩江干流航道设计最低通航水位探讨

On the lowest design navigable stage of main stream of Hanjiang River

徐锡荣 1白金霞 1陈界仁 1何建华2

作者信息

  • 1. 河海大学水利水电学院,江苏南京210098
  • 2. 珠江航务管理局,广东广州510110
  • 折叠

摘要

Abstract

Based on the calculation and analysis of the lowest design navigable stage of the main stream of Hanjiang River and considering the influences of unsteady flows and riverbed downcutting on its hydrological characteristics, the lowest design navigable stages at stations of Sanhe Dam, liuhuang and Chao' an were analyzed and revised respectively according to the principles of the lowest design navigable stage. Hie reasonable lowest design navigable stage of Hanjiang River was obtained.

关键词

设计最低通航水位/不稳定流/河床下切/韩江干流

Key words

lowest design navigable stage/ unsteady flow/ riverbed downcutting/ main stream of Hanjiang River

分类

交通工程

引用本文复制引用

徐锡荣,白金霞,陈界仁,何建华..韩江干流航道设计最低通航水位探讨[J].水利水电科技进展,2011,31(6):66-68,79,4.

水利水电科技进展

OA北大核心CSCDCSTPCD

1006-7647

访问量0
|
下载量0
段落导航相关论文