期刊文献+

溃坝洪水的二维算子分裂——特征线模拟 被引量:5

Two-dimensional Numerical Simulation of Dam Break with Characteristics Method Based on Space Operater Splitting
下载PDF
导出
摘要 根据特征线法的基本原理,推导了一维浅水运动的特征线方程和相容性方程,构造了用于溃坝计算的显格式,模拟了一维矩形断面低坝全溃的洪水波演进过程,并基于算子分裂建立了相应的二维问题特征线数值格式,对瞬间部分溃坝时二维洪水波的演进过程进行了数值模拟。得到的数值模拟结果表明,这种方法精度高,有较强的溃坝涌波捕捉能力,展示了溃坝波的运动特性,为溃坝引起的灾害预测和分析及防灾减灾等工程问题提供一种有效的数值模拟方法。 By using the method of characteristics, an explicit onedimensional numerical scheme of sudden break of a low dam with rectangle section is constructed. The scheme shows good shockcapturing results. Based on it, a twodimensional numerical scheme of dam break with space operator splitting is built. The 2dimensional numerical simulation results show good shockcapturing, too. The method of characteristics, are proposed for dam break. The higher accuracy and good shockcapturing capability of the method of characteristics are proposed for dam break also,and the method is effective.
出处 《重庆大学学报(自然科学版)》 EI CAS CSCD 北大核心 2003年第9期18-21,共4页 Journal of Chongqing University
基金 重庆市应用基础研究基金资助
关键词 溃坝 算子分裂 特征线 涌波捕捉 dam break space operator splitting characteristics, shock-capturing
  • 相关文献

参考文献9

  • 1王嘉松,倪汉根,金生,李鉴初.用 TVD 显隐格式模拟一维溃坝洪水波的演进与反射[J].水利学报,1998,29(5):7-11. 被引量:25
  • 2谢任之.溃坝水力学[M].济南:山东出版社,1992..
  • 3王嘉松,倪汉根,金生.瞬间全溃溃坝波的传播、反射和绕射的数值模拟[J].水动力学研究与进展(A辑),2000,15(1):1-7. 被引量:15
  • 4V.P. SINGH. Dam Breach Modelling Technology [M]. Dordrecht: Kluwer Academic Publishers, 1996.
  • 5CHEN JINGQIU. Ein Bicharacteristikverfahren zu Berechnung der Druckwellenfokusierung in Kompressiblen Fluiden[M]. Germany:Mainz Verlag , 1988.
  • 6N.N. YANENKO, The method of fractional steps [M]. Berlin: Springe - Vrlage, 1971.
  • 7R. J. FENNEMA, M. H. CHAUDHRY. Explicit methods for 2 - D transient free - surface flows [ J ]. American Society of Civil Engineers, Journal of Hydraulic Engineering HY,1978,104(4) :1 269 - 1 288.
  • 8P. GLMSTER. Solutions of a two - dimensional dam break problem[J]. Int. J. Engng Sci, 1991,29 ( 11 ) : 1 357 -1 362.
  • 9C. ZOPPOU, S. ROBERTS. Numerical solution of two dimensional unsteady dam break [ J ]. Applied mathematical modeling, 2000,24: 457 - 475.

二级参考文献2

  • 1胡四一,水动力学研究与进展.A,1990年,2期
  • 2傅德薰,计算空气动力学,1994年

共引文献38

同被引文献35

  • 1李光炽.流域洪水模拟通用模型结构研究[J].河海大学学报(自然科学版),2005,33(1):14-17. 被引量:8
  • 2张永祥,陈景秋,韦春霞.一维溃坝洪水波的数值模拟-时空守恒法[J].重庆大学学报(自然科学版),2005,28(5):136-138. 被引量:8
  • 3郭永涛,魏文礼.基于ENO格式的一维溃坝水流数值模拟[J].西安理工大学学报,2005,21(3):293-295. 被引量:5
  • 4王立辉,胡四一.溃坝问题研究综述[J].水利水电科技进展,2007,27(1):80-85. 被引量:57
  • 5Liang D F, Roger A, Lin B L. Comparison between TVD-MaeCormack and ADl-type solvers of the shallow water equations [ J ]. Advances in Water Resources, 2006, 29(12) : 1833 - 1845.
  • 6Senka V, Luka S. ENO and WENO schemes with the exact conservation property for one-dimensional shallow water equations [ J ]. Journal of Computational Physics, 2002, 179 ( 2 ) : 593 -621.
  • 7Liu X D, Osher S, Chan T. Weighted essentially nonoscillatory schemes [ J ]. Journal of Computational Physics, 1994, 115: 200 -212.
  • 8Capdeville G A. Central weno scheme for solving hyperbolic conservation laws on non- uniform meshes [ J ]. Journal of Computational Physics, 2008, 227(5 ) : 2977 - 3014.
  • 9Hu J, Guo Sh G. Solution to euler equations by high resolution upwind compaet scheme based on flux splitting[ J]. Internet J Numer Meth Fluids,2008,56 ( 11 ) :2139 -2150.
  • 10Alberto C, Annunziato S, Michael D, et at. Well-balanced highorder centered schemes for non-conservative hyperbolic systems. Applications in Water Resources, 2009, 32 (6) : 834 - 844.

引证文献5

二级引证文献4

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