首页 | 本学科首页   官方微博 | 高级检索  
     

黄河口汊1-汊2河段河势演变分析及治理
引用本文:高振斌,尚应庆,李树彬,郝喜旺,付作民,马光清.黄河口汊1-汊2河段河势演变分析及治理[J].人民黄河,2007,29(8):16-17.
作者姓名:高振斌  尚应庆  李树彬  郝喜旺  付作民  马光清
作者单位:黄河口水文水资源勘测局,山东,东营,257091
摘    要:对黄河口汊1—汊2河段河势演变情况进行了分析,认为该河段冲淤变化较大,特别是2002年调水调沙以来河势演变明显,河道冲刷塌岸严重,对孤东浮桥及北顺河路构成威胁,改汊点弯道仍向右岸逐步发展。建议应尽快分析研究河势发展趋势,及时采取工程措施加以防护。

关 键 词:冲淤  河势  河道演变  工程措施  汊1-汊2河段  黄河口
文章编号:1000-1379(2007)08-0016-02
收稿时间:2007-01-04
修稿时间:2007年1月4日

Analysis and Management on River Regime Evolution of No.1-No.2 By-Pass Section of the Yellow River Estuary
GAO Zhen-bin,SHANG Ying-qing,LI Shu-bin,HAO Xi-wang,FU Zuo-min,MA Guang-qing.Analysis and Management on River Regime Evolution of No.1-No.2 By-Pass Section of the Yellow River Estuary[J].Yellow River,2007,29(8):16-17.
Authors:GAO Zhen-bin  SHANG Ying-qing  LI Shu-bin  HAO Xi-wang  FU Zuo-min  MA Guang-qing
Abstract:It analyzes the river regime evolution of No.1-No.2 by-pass section of the Yellow River estuary and considers that the variation of scour and fill of this section is greater,especially since the regulated discharge regime of the river conducted in 2002,channel scour and bank collapse are serious,threatening the Gudong Floating Bridge and Beishunhe Road and the trained bend still developing towards the right bank.It suggests studying and analyzing the development trend of river regime as soon as possible and adopting engineering measures for protection.
Keywords:scour and fill  river regime  channel evolution  engineering measures  No  1-No  2 by-pass section  the Yellow River
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