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均匀颗粒间接触冲刷的颗粒流数值模拟 被引量:10

Particle flow simulation for contact erosion between uniform particles
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摘要 成层土在渗流作用下容易发生接触冲刷,细土层中的颗粒从粗土层孔隙中被水流带走,接触冲刷的持续发展会对水工建筑物产生严重的后果。为了从细观角度研究接触冲刷的发生机理,对五组由均匀颗粒组成的土层间的接触冲刷现象进行了颗粒流数值模拟。数值模拟结果表明,当细粒层的有效直径与粗粒层的有效孔隙直径之比大于0.50时,两土层间不会发生接触冲刷。当两土层发生接触冲刷时,接触面处的细颗粒会被水流带起从粗颗粒孔隙中冲出,随着细颗粒流失量的增加,上层粗颗粒逐渐下沉,渗透流速逐渐增加。 Contact erosion easily occurs at the interface between two soil layers subjected to a groundwater flow. Particles of the fine soils are eroded by the flow and transported through the pores of the coarse layer, which may lead to failure of a hydraulic structure. To investigate the meso-mechanism of contact erosion, different layers consisting of uniform particles subjected to a flow parallel to the interface are simulated using the particle flow code. The results show that when the ratio of the effective diameter of the fine layer to the effective pore diameter of the coarse layer is larger than 0.50, the contact erosion does not occur. When the contact erosion happens between layers, the fine particles at the interface will move and be transported by the flows. With the increase in the loss quantity of the fine particles, the coarse particles will sink and the flow velocity will increase.
出处 《岩土工程学报》 EI CAS CSCD 北大核心 2016年第S2期312-317,共6页 Chinese Journal of Geotechnical Engineering
基金 教育部博士点基金(博导类)项目(20100181110076)
关键词 接触冲刷 均匀颗粒 颗粒流 细观机理 contact erosion uniform particle particle flow code meso-mechanism
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  • 1Qing-fu HUANG,Mei-li ZHAN,Jin-chang SHENG,Yu-long LUO,Bao-yu SU.??Investigation of fluid flow-induced particle migration in granular filters using a DEM-CFD method(J)Journal of Hydrodynamics, Ser.B . 2014 (3)
  • 2Yu-Hua Zou,Qun Chen,Xiao-Qing Chen,Peng Cui.??Discrete numerical modeling of particle transport in granular filters(J)Computers and Geotechnics . 2013
  • 3Rémi Beguin,Pierre Philippe,Yves-Henri Faure.??Pore-Scale Flow Measurements at the Interface between a Sandy Layer and a Model Porous Medium: Application to Statistical Modeling of Contact Erosion(J)Journal of Hydraulic Engineering . 2013 (1)
  • 4James L. Sherard,Lorn P. Dunnigan,James R. Talbot.??Basic Properties of Sand and Gravel Filters(J)Journal of Geotechnical Engineering . 1984 (6)
  • 5黄青富,詹美礼,盛金昌,罗玉龙,速宝玉.Investigation of fluid flow-induced particle migration in granular filters using a DEM-CFD method[J].Journal of Hydrodynamics,2014,26(3):406-415. 被引量:3
  • 6刘杰,谢定松,崔亦昊.江河大堤双层地基渗透破坏机理模型试验研究[J].水利学报,2008,39(11):1211-1220. 被引量:33

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