A two-phase approach to wave-induced sediment transport under sheet flow conditions
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 | Coastal Engineering
 |
| 出版日期 | 2011 |
| 卷号 | 58期号:11页码:1072-1088 |
| 通讯作者邮箱 | yuxiping@tsinghua.edu.cn |
| 关键词 | Two-Phase Flow Two-Fluid Model Oscillatory Sheet Flow Sediment Transport Numerical Computation Oscillatory Boundary-Layers Graded Sands Model Beds Suspension Particles Motions Uniform |
| ISSN号 | 0378-3839 |
| 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; [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 transport under oscillatory sheet flow conditions is developed based on a two-fluid representation of the two-phase turbulent flows. The governing equations of the model are the Reynolds averaged continuity equations and equations of motion for both the fluid and the sediment phases. The two phases are coupled by the interphase forces including the resistance force, the inertia force, and the lift force. Turbulence closure of the fluid phase is based on a slightly modified 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 and an improved time stepping technique. The model is validated by the published data for the symmetrical oscillatory sheet flows generated in an oscillatory flow tunnel at the University of Tokyo and for both the symmetrical and the asymmetrical oscillatory sheet flows generated in an oscillatory flow tunnel at University of Aberdeen. The numerical results on the temporal and spacial variation of the sediment concentration, the horizontal velocities of the two phases, the horizontal and vertical fluxes of the sediment phase, as well as the thickness of the sheet flow layer all show satisfactory agreement with the laboratory data. The model is also shown to predict the net sediment transport rate with a reasonably good accuracy. (C) 2011 Elsevier B.V. All rights reserved. |
| 学科主题 | Engineering |
| 分类号 | 一类 |
| 类目[WOS] | Engineering, Civil ; Engineering, Ocean |
| 研究领域[WOS] | Engineering |
| 关键词[WOS] | OSCILLATORY BOUNDARY-LAYERS ; GRADED SANDS ; MODEL ; BEDS ; SUSPENSION ; PARTICLES ; MOTIONS ; UNIFORM |
| 收录类别 | SCI ; EI |
| 资助信息 | This work is partially supported by Natural Science Foundation of China (NSFC) under grant No. 10772099 and by State Key Laboratory of Hydroscience and Engineering under grant No. 2011-KY-1. The first author also thanks China Scholarship Council (CSC) for providing him an opportunity to visit School of Engineering, University of Liverpool, UK for one year, and he would also like to thank Dr. Ming Li at University of Liverpool for his kind help. |
| 原文出处 | http://dx.doi.org/10.1016/j.coastaleng.2011.06.003 |
| 语种 | 英语 |
| WOS记录号 | WOS:000294525600006 |
| 公开日期 | 2012-04-01 |
| 源URL | [http://dspace.imech.ac.cn/handle/311007/44996]  |
| 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 two-phase approach to wave-induced sediment transport under sheet flow conditions[J]. Coastal Engineering,2011,58(11):1072-1088. |
| APA | Chen X,李勇,Niu XJ,Li M,Chen DY,&Yu XP.(2011).A two-phase approach to wave-induced sediment transport under sheet flow conditions.Coastal Engineering,58(11),1072-1088. |
| MLA | Chen X,et al."A two-phase approach to wave-induced sediment transport under sheet flow conditions".Coastal Engineering 58.11(2011):1072-1088. |
入库方式： OAI收割
来源：力学研究所
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