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韩江干流航道设计最低通航水位探讨
引用本文: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.
作者姓名:徐锡荣  白金霞  陈界仁  何建华
作者单位: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
摘    要:在对韩江干流设计最低通航水位计算分析的基础上,结合河段的不稳定流及河床下切对河道水文特性影响的实际情况,依据设计最低通航水位计算原理,分析修正韩江三河坝、留隍和潮安基本站的设计最低通航水位,从而得到合理的韩江设计最低通航水位。

关 键 词:设计最低通航水位  不稳定流  河床下切  韩江干流
修稿时间:2011/12/23 0:00:00

On the lowest design navigable stage of main stream of Hanjiang River
XU Xi-rong,BAI Jin-xia,CHEN Jie-ren,HE Jian-hua.On the lowest design navigable stage of main stream of Hanjiang River[J].Advances in Science and Technology of Water Resources,2011,31(6):66-68.
Authors:XU Xi-rong  BAI Jin-xia  CHEN Jie-ren  HE Jian-hua
Affiliation:XU Xi-rong1,BAI Jin-xia1,CHEN Jie-ren1,HE Jian-hua2 (1.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China,2.Zhujiang Navigable Management Bureau,Guangzhou 510110,China)
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.The reasonable lowest design navigable stage of Hanjiang River was obtained.
Keywords:lowest design navigable stage  unsteady flow  riverbed downcutting  main stream of Hanjiang River  
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