首页 | 本学科首页   官方微博 | 高级检索  
     检索      

考虑河岸变形的三维水沙数值模拟研究
引用本文:假冬冬,邵学军,王虹,周刚.考虑河岸变形的三维水沙数值模拟研究[J].水科学进展,2009,20(3):311-317.
作者姓名:假冬冬  邵学军  王虹  周刚
作者单位:清华大学水沙科学与水利水电工程国家重点实验室, 北京, 100084
基金项目:国家自然科学基金,国家科技支撑计划 
摘    要:将粘性河岸崩塌模拟力学方法与水沙模型相结合,构建了考虑河岸变形的三维数值模型。基于非正交网格,采用局部网格可动技术处理由河岸崩塌引起的河道摆动过程。模型采用有限体积法对方程进行离散,采用与动量插值技术相结合的SIMPLEC算法进行模型求解。通过弯道发展过程的计算表明,模型能够有效地模拟出河道的复杂演变过程。

关 键 词:河岸崩塌    三维模型    水沙数值模拟    河床变形
收稿时间:2008-11-11

3D mathematical modeling for fluvial processes considering bank erosion
JIA Dong-dong,SHAO Xue-jun,WANG Hong,ZHOU Gang.3D mathematical modeling for fluvial processes considering bank erosion[J].Advances in Water Science,2009,20(3):311-317.
Authors:JIA Dong-dong  SHAO Xue-jun  WANG Hong  ZHOU Gang
Institution:State Key Laboratory of Hydroscience and Engineering, Tsinghua University, Beijing 100084, China
Abstract:A 3D mathematical modeling considering bank erosion is developed by using both a cohesive bank erosion model and a 3D flow-sediment transport model.The locally-adaptive grid system based on the non-orthogonal grid is proposed to simulate the lateral migration in the channel due to the bank erosion.The governing equations for flow-sediment transport are solved with the finite volume method and the SIMPLEC algorithm with the momentum interpolation.The computed case of the self-forming meander evolution demons...
Keywords:bank erosion  3D mathematical model  flow-sediment numerical simulation  fluvial processes  
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《水科学进展》浏览原始摘要信息
点击此处可从《水科学进展》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号