期刊文献+

水沙调节后荆江典型河道横向调整过程的响应——Ⅱ.上、下荆江调整差异初探 被引量:6

Responses of channel migration to changes of flow and sediment regime in the Jingjiang reach of the middle Yangtze River:Ⅱ:Differences between upper and lower sections
下载PDF
导出
摘要 三峡水库2003年6月蓄水运用后,下游河道水沙过程已发生大幅变化,对于岸滩抗冲性较弱的荆江河道来说,河道的横向调整过程势必受到影响。采用考虑岸滩崩塌的河势研究数值模型,针对三峡水利枢纽工程运行所引发的水沙变异过程,初步探讨了荆江典型河道横向调整及河势变化对水沙条件变化的响应。对于下荆江石首河段来说,来沙减少后,冲刷加剧,局部河岸坍塌及平面变形加剧,主要发生在受弯道水流顶冲的位置,但河势演变趋势及平面变形总体上基本一致,并未发生较大变化。对于上荆江沙市—新厂河段来说,来沙量减小后,河道平面变形幅度总体上减小,局部最大减幅可达50%左右。 The flow and sediment regimes downstream of Three Gorges Reservoir have undergone a significant change since the beginning of its impoundment in June 2003. Accordingly, the spatial variations in downstream channel mor- phology will be adjusted, in particular in the Jingjiang reach of the middle Yangtze River with eroded bank materials. In this study, the lateral migrations of channels in the Jingjiang reach in response to changes in flow and sediment re- gimes are investigated. The turbulent flow and sediment transport as well as the bank erosion process are simulated by two- and three dimensional numerical models. No significant changes can be found in the overall evolution of channel planform in the Shishou segment in the lower Jingjiang reach. However, localized bank collapses and plane deforma- tions are likely to intensify due to the reduction of sediment transport, especially on the apex of bend. For the Shashi- Xinchang segment in the upper Jingjiang reach, the overall evolution of channel planform is reduced compared to that before reservoir impoundment. Up to 50% reduction can be expected in some local segments.
出处 《水科学进展》 EI CAS CSCD 北大核心 2013年第2期205-211,共7页 Advances in Water Science
基金 国家重点基础研究发展计划(973计划)资助项目(2012CB417002) 国家自然科学基金资助项目(51109140)~~
关键词 水沙调节 三峡工程 河道演变 荆江 横向调整 数值模拟 changes in flow and sediment regimes Three Gorges Project fluvial processes Jingjiang reach of mid- dle Yangtze River channel migration numerical simulation
  • 相关文献

参考文献3

二级参考文献22

  • 1LU Yongjun1,DOU Guoren1,HAN Longxi2,SHAO Xuejun3 & YANG Xianghua1,3 1.Nanjing Hydraulic Research Institute,Nanjing 210029,China,2.College of Environmental Engineering of Hohai University,Nanjing 210098,China,3.Department of Hydraulic Engineering,Tsinghua University,Beijing 100084,China.3D mathematical model for suspended load transport by turbulent flows and its applications[J].Science China(Technological Sciences),2004,47(2):237-256. 被引量:12
  • 2钟德钰,张红武.考虑环流横向输沙及河岸变形的平面二维扩展数学模型[J].水利学报,2004,35(7):14-20. 被引量:34
  • 3陆永军,王兆印,左利钦,朱立俊.长江中游瓦口子至马家咀河段二维水沙数学模型[J].水科学进展,2006,17(2):227-234. 被引量:19
  • 4DONG Chen, DUAN J G. Case study: Two-dimensional model simulation of channel migration processes in West Jordan River, Utah[ J]. Journal of Hydraulic Engineering, 2008, 134(3) : 315 - 327.
  • 5NAGATA N, HOSODA T, MURAMOTO Y. Numerical analysis of river channel processes with bank erosion[J]. Journal of Hydraulic Engineering, 2000, 126(4) : 243 - 252.
  • 6MOSSELMAN E. Morphological modeling of rivers with erodible banks[J]. Hydrological Processes, 1998,12(8) : 1357 - 1370.
  • 7JIA Dong-dong, SHAO Xue-jun, WANG Hong, et al. Locally-adaptive grid system for 3D numerical simulation of meander migration[ C]// 16th IAHR APD Congress and 3rd IAHR-ISHS. Beijing: Tsinghua University Pres, 2008:877- 882.
  • 8RUETHER N, OLSEN N R B. Modelling free-forming meander evolution in a laboratory channel using three-dimensional computational fluid dynamics[J]. Geomorphology, 2007, 89:1465- 1472.
  • 9OSMAN A M, THORNE C R. Riverbank stability analysis I: Theory[J]. Journal of Hydraulic Engineering, ASCE, 1988, 114(2): 134 - 150.
  • 10van RIJN L C. sediment transport, Part I: Bed load transport[J]. J of Hydraulic Engineering, ASCE, 1984, 110(10):1431 - 1456.

共引文献40

同被引文献69

引证文献6

二级引证文献43

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