期刊文献+

一二维衔接洪水演进模型在永定河泛区的应用研究 被引量:6

Applied Research on Flood Routing Model Linked by 1-D and 2-D in Yongding River Plains
下载PDF
导出
摘要 随着我国经济的发展,蓄滞洪区内不断进行开发利用,洪灾造成的生命与财产损失越来越严重,对滞洪区的调度运用就显得至关重要。建立蓄滞洪区一二维多口门衔接的洪水演进数学模型,根据1956年洪水资料,应用此模型对永定河泛区洪水演进过程进行模拟计算,通过计算对泛区的代表位置的水位和进行了验证。验证结果表明计算值与调查值吻合较好,同时模型对不同来流情况进行数值模拟,通过模拟得到泛区内分洪口门水位启用时间、淹没情况等信息。从而为泛区的防洪调度提供理论依据。 With the economic development and the utilization of flood detention areas ,the loss of life and property becomes increasingly serious .The operation of flood detention areas is vitally important ..This paper establishes a flood routing numerical model linked up by 1-D and 2-D at muti-entrance .Based on 1956 flood data ,it simulates the flood routing of Yongding River flood plains through the calculation ,the water level of representative sites and the starting time of flood gates are tested .The test results show that the calculated values are in good agreement with the investigated ones .At the same time ,different flood stages are simulated , and the starting time of flood gates and other submerged information are obtained to provide a theoretical basis for the flood control scheduling of the flood plains .
出处 《中国农村水利水电》 北大核心 2014年第11期39-42,共4页 China Rural Water and Hydropower
基金 国家自然科学基金创新研究群体科学基金项目(51021004) 河北省水利科研计划项目资助(HS2007-43)
关键词 永定河泛区 洪水演进 一二维衔接 数值模拟 flood area of Yongding River flood routing 1-D and 2-D linking numerical simulation
  • 相关文献

参考文献4

二级参考文献25

  • 1Zhang Xiao-feng (Department of River Engineering, Wuhan University, Wuhan 430072, China) Zhang Hong-wu (Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China) Tamotsu Takahashi, Hajime Nakagawa (Disaster Prevention Research.A NEW HIGH ORDER SCHEME FOR CONVECTION EQUATION AND ITS APPLICATION[J].Journal of Hydrodynamics,2002,14(1):81-86. 被引量:10
  • 2HuaZu-lin,XuZu-xin.A NUMERICAL MODEL OF FLOW FIELD AND WATER QUALITY FOR TIDAL REGIONS BASED ON TRIANGULAR MESHES[J].Journal of Hydrodynamics,2003,15(1):23-30. 被引量:11
  • 3张永祥,陈景秋.用守恒元和解元法数值模拟二维溃坝洪水波[J].水利学报,2005,36(10):1224-1229. 被引量:19
  • 4何少苓 王连祥.窄缝法在二维边界变动水域计算中的应用[J].水利学报,1986,(12):11-19.
  • 5龙江,李适宇.珠江河口水动力一维、二维联解的有限元计算方法[J].水动力学研究与进展(A辑),2007,22(4):512-519. 被引量:11
  • 6LIN B, WICKS J M, FALCONER R A, et al. Integrating 1D and 2D hydrodynamic models for flood simulation[J]. Proceedings of the Institution of Civil Engineers-Water Management, 2006, 159( 1 ) : 19-25.
  • 7VERWEY A. Latest developments in floodplain modelling-1D/2D integration[ C ]//Proceedings of 6th Conference on Hydraulics in Civil Engineering. Hobart: The State of Hydraulics, Australia, 2001 : 13-24.
  • 8ZHU D J, CHEN Y C, WANG Z Y. A novel method for gradually varied suberitieal flow simulation in general channel nelworks [C]//Water Engineering for a Sustainable Environment, Proceedings of 33rd Congress of IAHR. Vaneouver: ASCF, Canada, 2009 : 6327-6335.
  • 9ISSA R 1. Solution of the implicitly discretized fluid flow equations by operator-splitting[J 1. Journal of Computational Physics, 1986, 62: 40-65.
  • 10SOBEY I{ J. Evaluation of numerical models of flood and tide propagation in Channels [ J]. Journal of Hydraulic Engineering, 2001 , 127(10) : 805-824.

共引文献66

同被引文献63

引证文献6

二级引证文献23

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