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渗流切向水流耦合作用下多孔介质水动力试验
引用本文:谢立全,朱晔慧,黄文锐,张毅.渗流切向水流耦合作用下多孔介质水动力试验[J].同济大学学报(自然科学版),2014,42(3):0393-0397.
作者姓名:谢立全  朱晔慧  黄文锐  张毅
作者单位:同济大学 土木工程学院,上海 200092;同济大学 土木工程学院,上海 200092;同济大学 土木工程学院,上海 200092;同济大学 土木工程学院,上海 200092
基金项目:国家自然科学基金项目(11172213;51279134;50979071)
摘    要:研制专门的渗流-切向水流耦合作用实验装置,对均匀球体构成的多孔介质进行了法向渗流作用下表层孔隙水动力试验,探讨了水深和渗流强度对多孔介质孔隙内水动力的影响,试验结果表明,孔隙中动水压力与紊动强度远小于顶层球体以上的主流区;渗流强度与孔隙内水体渗出速率呈正相关关系;孔隙内紊动强度、动水压力随孔隙所在深度的增大而逐渐降低,且降低幅度逐层减小;渗流条件对相同位置孔隙的侧向动水压力的影响不显著.

关 键 词:多孔介质  切向水流  法向渗流  动水压力  紊动强度  流场结构
收稿时间:4/7/2013 12:00:00 AM
修稿时间:2013/11/26 0:00:00

Hydrodynamic Test on Porous Media Coupled Action of Seepage tangential Flow
XIE Liquan,ZHU Yehui,HUANG Wenrui and ZHANG Yi.Hydrodynamic Test on Porous Media Coupled Action of Seepage tangential Flow[J].Journal of Tongji University(Natural Science),2014,42(3):0393-0397.
Authors:XIE Liquan  ZHU Yehui  HUANG Wenrui and ZHANG Yi
Institution:College of Civil Engineering, Tongji University, Shanghai 200092, China;College of Civil Engineering, Tongji University, Shanghai 200092, China;College of Civil Engineering, Tongji University, Shanghai 200092, China;College of Civil Engineering, Tongji University, Shanghai 200092, China
Abstract:A special setup was developed to observe the coupled effects of seepage and tangential flow. Experimental hydrodynamic analysis was performed on the boundary layer of permeable beds subjected to bed normal seepage. The bed is made up of uniform sized spheres. The hydrodynamic influences of flow depth and seepage intensity on the flow structure in the pores of the permeable bed were analyzed. The results indicate that the hydrodynamic pressure and turbulence intensity in the pores are much smaller than in the tangential flow above the bed. The results also show that the seepage intensity has positive correlation with outward seepage rate from the pores. The flow turbulence intensity and hydrodynamic pressure in pores descends with the increasing of depth, and the descending rate gets down as well. The influence of different seepage conditions on transverse hydrodynamic pressure is not obvious.
Keywords:porous media  tangential flow  normal seepage  hydrodynamic pressure  turbulence intensity  flow structure
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