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黄河下游游荡型河道整治效果评估
引用本文:张林忠,江恩惠,赵新建. 黄河下游游荡型河道整治效果评估[J]. 人民黄河, 2010, 32(3). DOI: 10.3969/j.issn.1000-1379.2010.03.009
作者姓名:张林忠  江恩惠  赵新建
作者单位:黄河水利科学研究院,河南,郑州,450003
基金项目:现代水利科技创新项目(XDS2007-11)
摘    要:从河势流路稳定性和河床稳定性等方面分析了黄河下游游荡型河道整治对河势的控制效果。结果表明:经采用微弯型整治方案后,游荡型河段的主溜平均摆动范围逐渐减小,河流稳定性明显提高;每处工程稳定靠溜长度不小于2300 m、工程长4 500 m左右,可以基本稳定游荡型河道的河势,但主流仍会在一定范围内变化。

关 键 词:整治效果  河道整治  游荡型河道  黄河下游

Evaluation on River Training Effects of Meandering Channel of the Lower Yellow River
ZHANG Lin-zhong,JIANG En-hui,ZHAO Xin-jian. Evaluation on River Training Effects of Meandering Channel of the Lower Yellow River[J]. Yellow River, 2010, 32(3). DOI: 10.3969/j.issn.1000-1379.2010.03.009
Authors:ZHANG Lin-zhong  JIANG En-hui  ZHAO Xin-jian
Affiliation:ZHANG Lin-zhong,JIANG En-hui,ZHAO Xin-jian (Yellow River Institute of Hydraulic Research,Zhengzhou,Henan 450003)
Abstract:The paper analyzes the effects of river training conducted at meandering channel of the lower Yellow River from the aspects of the stability of river regime,channel bed and flow path.The outcomes show that a) the mean wandering range of the main flow reduces gradually and the stability of river increases remarkably after adopting a correction plan with slight-curves;b) when the length of main current stably come into contact with each engineering works is greater than 2 300 m and the length of project about...
Keywords:effect of river training  river training  meandering channel  the lower Yellow River  
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