首页 | 本学科首页   官方微博 | 高级检索  
     

FINITE-VOLUME TVD ALGORITHM FOR DAM-BREAK FLOWS IN OPEN CHANNELS
作者姓名:Wang Jia-song School of Mechanical Engineering  Shanghai Jiaotong University  Shanghai  China  He You-sheng School of Civil Engineering and Mechanics  Shanghai Jiaotong University  Shanghai  China
作者单位:Wang Jia-song School of Mechanical Engineering,Shanghai Jiaotong University,Shanghai 200030,China,He You-sheng School of Civil Engineering and Mechanics,Shanghai Jiaotong University,Shanghai 200030,China
摘    要:1 . INTRODUCTIONThepropagationofborewavesorthemove mentoffreesurfaceflowscausedbydambreak ing ,orsuddenopeningorclosingofasluiceinachannelhasincreasedinterestinenvironmentalandhydraulicengineering .Generallyitcanbede scribedbytheShallowWaterEquations (SWE )throughtheintegrationoftheNavier Stokesequationsoverdepthwiththeassumptionsofhydrostaticpressuredistributionandmildchannel bedslope .ManyclassicaltechniquesthatwereusedforsolvingtheSWEcanbefoundinthepaststudies .However ,whendiscon…


FINITE-VOLUME TVD ALGORITHM FOR DAM-BREAK FLOWS IN OPEN CHANNELS
Wang Jia-song School of Mechanical Engineering,Shanghai Jiaotong University,Shanghai ,China,He You-sheng School of Civil Engineering and Mechanics,Shanghai Jiaotong University,Shanghai ,China.FINITE-VOLUME TVD ALGORITHM FOR DAM-BREAK FLOWS IN OPEN CHANNELS[J].Journal of Hydrodynamics,2003,15(3).
Authors:WANG Jia-song  HE You-sheng
Abstract:A finite-volume Total Variation Diminishing (TVD) scheme is presented for modeling dam-break flows in open channels. This method is used for solving the 2D shallow water equations on arbitrary quadrilateral meshes, based upon a second-order hybrid TVD scheme with an optimum-selected limiter in the space discretization and a two-step Runge-Kutta approach in the time discretization. Verification for a circular dam-break problem is carried out by comparing the present results with others and very good agreement is shown. The present algorithm is then used to predict dam-break flow characteristics in open channels such as in furcated channels. More complicated unsteady flow characteristics in these furcated channels than in the regular channels studied previously can observed in this work.
Keywords:Total Variation Diminishing (TVD)  finite-volume method  dam-break flow  furcated channel
本文献已被 CNKI 万方数据 等数据库收录!
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