期刊文献+

三峡水库运用后武汉天兴洲分汊河段演变规律及趋势 被引量:9

Regularity and Trend of the Evolution of Tianxingzhou Braided Channel in Wuhan after Three Gorges Reservoir Operation
下载PDF
导出
摘要 利用武汉天兴洲分汊河段的水文与地形等实测资料,分析了水沙变化条件下本河段分流区水流动力轴线、流速与含沙量分布等变化特点,阐述了本河段水沙运动与河床演变的相互作用机制,预测了本河段的演变趋势。研究结果表明:本河段分流区水流动力轴线随流量增加而逐渐偏向左侧变化,其变化规律形成了左汊的有利进流条件与较长时间维持本河段分汊的河势格局,但因上游来沙的大幅度减少,右汊冲刷幅度较左汊大,有利于右汊继续维持主汊地位。 According to observed data of hydrology,sediment and topography of the bending braided channel at Wuhan's Tianxingzhou reach in the middle Yangtze River,we analysed the changes of flow dynamic axis,flow velocity and sediment concentration distribution in the presence of varying flow and sediment. We also expounded the interaction between runoff and sediment load and fluvial processes,and predicted the evolution trend. Results suggest that the flow dynamic axis in river diversion zone shifts to the left with the flow increasing,giving rise to favorable conditions for the left branch and a long-term braided river pattern. But as the incoming sediment from the upstream reduces remarkably,erosion in the right branch is more severe than that in the left branch,favorable for the right branch to maintaining as the main branch.
出处 《长江科学院院报》 CSCD 北大核心 2015年第8期1-8,共8页 Journal of Changjiang River Scientific Research Institute
基金 国家自然科学基金资助项目(51379018 1339001 51109167)
关键词 三峡水库 分汊河道 河床演变 来水来沙 水流动力轴线 Three Gorges Reservoir braided channel riverbed evolution runoff and sediment load flow dynamic axis
  • 相关文献

参考文献11

二级参考文献7

  • 1潘庆燊,胡向阳.长江中下游分汊河段的整治[J].长江科学院院报,2005,22(3):13-16. 被引量:25
  • 2卢金友,黄悦,张本义.长江武汉河段整治研究[J].长江科学院院报,1996,13(4):15-19. 被引量:8
  • 3林一山.荆江河道的演变规律[J].人民长江,1978,(1):2-10.
  • 4程文辉 王船海.用正交曲线网格及"冻结"法计算河道流速场[J].水利学报,1988,(6):18-25.
  • 5Rhie C.M.and Chow W.L.Numerical study of the turbulent flow past an airfoil with trailing edges separation[J].AIAA Journal,1983,(11).
  • 6张笃敬.分汊河道泄洪能力的探讨与武汉河段整治方案.泥沙研究,1987,(1):58-65.
  • 7谢鉴衡等.河床演变及整治[M]水利电力出版社,1990.

共引文献57

同被引文献142

引证文献9

二级引证文献50

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部