期刊文献+

二维浅水波模型在洪水淹没过程中的模拟研究 被引量:18

Numerical Simulation of Flood Inundation Processes by 2D Shallow Water Equations
下载PDF
导出
摘要 为了加强流域防洪风险管理、提高抗洪抢险能力,减少城市因溃堤洪水而造成的人员和财产损失,提出了基于二维浅水波方程的洪水模型。通过在日本富士川流域内甲府盆地的应用,建立起了二维溃堤洪水在都市区淹没过程的计算机模拟模型,结果表明:该模拟模型具有较高的模拟精度和运行可靠性。模型不仅可用于大流域的防洪风险管理,还可以用于研究都市的实时抗洪抢险和人员安全转移方案等研究。 In order to strengtben flood risk management in a river basin, to upgrade the capability of flood control, and to reduce the losses of fives and properties in urban areas, a numerical simulation model was proposed in this study on the basis of 2D shallow water equations. A satisfactory result has been obtained by applying it into the Fuji River basin in the central Japan. Results indicate that the nuraerical simulation model proposed can be adopted not only in risk management of a river basin, but also in the study of real-time operations of rescue jobs and evacuation routes in a municipal region suffering from a serious flooding event.
出处 《四川大学学报(工程科学版)》 EI CAS CSCD 北大核心 2006年第1期20-25,共6页 Journal of Sichuan University (Engineering Science Edition)
关键词 浅水波 洪水 淹没面积 淹没水深 shallow water equations flood inundated area inundated waterdepth
  • 相关文献

参考文献16

  • 1贝尔茨.洪灾:为了将来总结过去的经验教训[J].水与海洋工程,2001,142(1):1-1.
  • 2谭维炎.计算浅水动力学[M].北京:清华大学出版社,1998..
  • 3阿坎比和卡托普蒂斯.初期干地(河床)上洪水传播模型[J].美国水力工程杂志,1988,114(7):689-689.
  • 4芬利马 乔德利.二维渐变自由表面流的显示解法[J].美国水力工程杂志,1990,116(11):1013-1013.
  • 5Gatcia R, Kahawita R A. Numerical solution of the St. venant equations with macCommck finite diffexence scheme [J]. Numerical Methods in Fluids, 1986, 6:507 - 527.
  • 6Katopodes N D, Scelkoff R. Computing two-dimentional dambreak flood waves[J]. Hydraulic Diyision, ASCE, 1978,104 (9) : 1269- 1288.
  • 7Zhao D H, Shen H W, Tabios Ⅲ G Q, et al. A finite volume two-dimentional unsteady flow model for fiver basins [J]. Hydraulic Engineering, ASCE, 1994,20(7) :863 - 883.
  • 8Zhao D H, Shen H W, Lai J S, et al. Approximate riemann solvers in FVM for 2D hydraulic shock wave problems[J]. Hydraulic Engineering, 1996,122:692 - 702.
  • 9Yoon T H, Kang S K. Finite volume model for two-dimentional shallow water flows on unstructured grids [J]. Hydraulic Engineering, 2004, 130(7) :678 - 688.
  • 10Zhou J G, Cartoon D M, Mingham C G, et al. Numerical prediction of dam-break flows in general geometries with complex bed topography[J]. Hydraulic Engineering, 2004,130(4): 332- 340.

共引文献31

同被引文献222

引证文献18

二级引证文献324

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