首页 | 本学科首页   官方微博 | 高级检索  
     

长江干流堤防隐患之一咸宁河段河床演变分析
引用本文:汪明娜,罗昭英,郑文燕. 长江干流堤防隐患之一咸宁河段河床演变分析[J]. 浙江水利科技, 2002, 0(2): 5-7
作者姓名:汪明娜  罗昭英  郑文燕
作者单位:长江科学院,湖北,武汉,430010
摘    要:长江中游咸宁河段,上承荆江、洞庭湖水系及陆水河来水,下游受汉江洪水的顶托,其地理位置的重要及形势之险恶,不亚于著名的荆江。经河床演变分析,认为总体河势处于相对稳定状态。但局部地段将有所调整,近岸河床将发生冲刷、岸线崩退;未护岸地段可能发生崩岸;主流逼岩的已护岸工程地段可能发生吊坎、滑坡现象。建议应加紧进行险工段工程措施,妥善解决堤防的隐患。

关 键 词:吊坎 滑坡 河漫滩 长江干流 堤防 河床演变
文章编号:1008-701X(2002)02-0005-03
修稿时间:2001-12-03

The Dyke Defects of Main Flood Channel and Analysis of River Bed Evolution for Xianning Stretch in the Midstream of Yangtze River
WANG Ming-na,LUO Zhao-ying,ZHENG Wen-yan. The Dyke Defects of Main Flood Channel and Analysis of River Bed Evolution for Xianning Stretch in the Midstream of Yangtze River[J]. Zhejiang Hydrotechnics, 2002, 0(2): 5-7
Authors:WANG Ming-na  LUO Zhao-ying  ZHENG Wen-yan
Abstract:Xianning river stretch in the midstream of Yangtze River in Hubei Province totals 54km long.Through the analysis of river bed evolution,it is considered that the river regime of the stretch is considerablly stable in general.But local section will be made regulation to some extent,as a result,the scour of nearbank river bed and the collapse and recession of bank line will happen,the bank failure may take place for the section without protection works,and the hanging bodies and landslide may occur for the section with protection works near the main flood channel.It is suggested that the engineering measures should be adapted for the dangerous river stretches to resolve the dyke defects.
Keywords:scour  bank failure  hanging body  landslide  river shoal
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号