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土体渗流-切向水流相互作用机理分析
引用本文:谢立全,刘曙光.土体渗流-切向水流相互作用机理分析[J].同济大学学报(自然科学版),2010,38(7):982-985.
作者姓名:谢立全  刘曙光
作者单位:同济大学,水利工程系,上海,200092
基金项目:"十一五"国家科技支撑计划重大资助项目,科技部科技基础性工作专项重点资助项目,国家自然科学基金,同济大学光华基金 
摘    要:在切向水流-土体渗流相互作用试验基础上,结合Fluent软件数值模拟,对比验证和分析了切向水流-土体渗流相互作用规律和内在机理.结果表明,数值模拟与试验结果吻合良好,切向水流对土体渗流的影响明显;切向水流条件不变时,渗流通道出口的压力场与流态随着渗流速度的变化而改变,且渗流速度越大,土体透水系数越大.

关 键 词:渗流  切向水流  相互作用  机理
收稿时间:4/12/2009 7:35:36 PM
修稿时间:2010/5/17 0:00:00

Mechanism Analysis of Interactions Between Seepage and Tangential Flow
XIE Liquan and LIU Shuguang.Mechanism Analysis of Interactions Between Seepage and Tangential Flow[J].Journal of Tongji University(Natural Science),2010,38(7):982-985.
Authors:XIE Liquan and LIU Shuguang
Institution:Department of Hydraulic Engineering,Tongji University,Shanghai 200092,China;Department of Hydraulic Engineering,Tongji University,Shanghai 200092,China
Abstract:Based on experimental results and simulations with software Fluent,the interactions between seepage and tangential flow were investigated,and the results of experiments and simulations agreed well.Results show that the flow obviously affects the seepage in the sand soil.For the same tangential flow,the pressure fields and streamlines change with the seepage velocity,and the seepage conductivity increases with the increasing seepage velocity.
Keywords:seepage  tangential flow  interaction  mechanism
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