中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A general two-phase turbulent flow model applied to the study of sediment transport in open channels

文献类型:期刊论文

作者Chen X; Li Y(李勇); Niu XJ; Li M; Chen DY; Yu XP
刊名International Journal of Multiphase Flow
出版日期2011
卷号37期号:9页码:1099-1108
通讯作者邮箱yuxiping@tsinghua.edu.cn
关键词Two-Phase Flow Sediment Transport Numerical Model Model Verification Suspended-Sediment Mathematical-Model Rotational Flow Sheet Flow Particles Force Laden Body Beds
ISSN号0301-9322
产权排序[Chen, Xin; Niu, Xiaojing; Yu, Xiping] Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China; [Li, Yong] Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China; [Li, Ming; Chen, Daoyi] Univ Liverpool, Sch Engn, Liverpool L69 3BX, Merseyside, England
通讯作者Yu, XP (reprint author), Tsinghua Univ, Dept Hydraul Engn, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China
合作状况国际
中文摘要A numerical model for the general description of the sediment-laden flow is developed based on an Euler-Euler approach of the two-phase turbulent flow theory. The basic equations of the model are the Reynolds averaged equations of motion for both the fluid and the sediment phase in addition to the Reynolds averaged continuity equations for the mixture and for the sediment phase. The fluid phase and the sediment phase are coupled through their interaction forces including resistance force, inertia force, and lift force. Turbulence closure of the fluid phase is based on the conventional k-epsilon model while an algebraic particle turbulence model is applied to the sediment phase. The numerical method is based on the modified SIMPLE scheme. The model is applied to the computation of saturated sediment-laden flows and also the non-equilibrium transport of sediment by unidirectional flows under simple erosion and simple deposition conditions. The numerical results are well verified by the available experimental data. The vertical velocity of the sediment phase is also shown to be in very good agreement with the fall velocity of the sediment particles, which strongly support the assumption of Rouse's diffusion theory for suspended sediment under steady state. (C) 2011 Elsevier Ltd. All rights reserved.
学科主题Mechanics
分类号二类
类目[WOS]Mechanics
研究领域[WOS]Mechanics
关键词[WOS]SUSPENDED-SEDIMENT ; MATHEMATICAL-MODEL ; ROTATIONAL FLOW ; SHEET FLOW ; PARTICLES ; FORCE ; LADEN ; BODY ; BEDS
收录类别SCI ; EI
资助信息This work was partially supported by State Key Laboratory of Hydroscience and Engineering, MOST, China under Grant No. 2011-KY-1 and by Natural Science Foundation of China (NSFC) under Grant No. 10772099. The first author also thanks China Scholarship Council (CSC) for providing him an opportunity to visit School of Engineering, University of Liverpool, UK for 1 year, and he would also like to thank Mrs. Martin Grace at University of Liverpool for her kind help during his stay in UK.
原文出处http://dx.doi.org/10.1016/j.ijmultiphaseflow.2011.05.013
语种英语
WOS记录号WOS:000295242200009
公开日期2012-04-01
源URL[http://dspace.imech.ac.cn/handle/311007/44995]  
专题力学研究所_环境力学重点实验室(2009-2011)
推荐引用方式
GB/T 7714
Chen X,Li Y,Niu XJ,et al. A general two-phase turbulent flow model applied to the study of sediment transport in open channels[J]. International Journal of Multiphase Flow,2011,37(9):1099-1108.
APA Chen X,Li Y,Niu XJ,Li M,Chen DY,&Yu XP.(2011).A general two-phase turbulent flow model applied to the study of sediment transport in open channels.International Journal of Multiphase Flow,37(9),1099-1108.
MLA Chen X,et al."A general two-phase turbulent flow model applied to the study of sediment transport in open channels".International Journal of Multiphase Flow 37.9(2011):1099-1108.

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来源:力学研究所

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