中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Unsteady characteristics of sediment transport under non-harmonic waves

文献类型:期刊论文

作者Li YJ; Zhou JF(周济福)
刊名Procedia Engineering
出版日期2015
卷号126页码:285-289
关键词forth-leaning wave large eddy simulation unsteady sediment transport
中文摘要Sediment transport under waves is one of the key dynamic processes of coastal sediment motion. Previous studies for this issue are mainly based on linear wave theory and quasi-steady simplification. However, waves in real circumstance are always irregular, generally with a certain degree of asymmetry and/or velocity-leaning especially in shallow water. It is envisaged that sediment movement under non-harmonic waves is different from sinusoidal waves. Based on large eddy simulation of turbulent flows in wave boundary layer, a modified method is proposed to calculate sediment transport rate under non-harmonic waves. It is further used to explore the influences of flow acceleration and the phase lead between the free stream velocity and bed shear stress on sediment transport rate in different phases of one wave cycle for forth-leaning. The net transport rate is found to increase with the degree of asymmetry and velocity-leaning index. Both the acceleration and the phase lead have a great influence on average transport rate in each phase.
收录类别EI
语种英语
公开日期2016-05-03
源URL[http://dspace.imech.ac.cn/handle/311007/58748]  
专题力学研究所_流固耦合系统力学重点实验室(2012-)
推荐引用方式
GB/T 7714
Li YJ,Zhou JF. Unsteady characteristics of sediment transport under non-harmonic waves[J]. Procedia Engineering,2015,126:285-289.
APA Li YJ,&Zhou JF.(2015).Unsteady characteristics of sediment transport under non-harmonic waves.Procedia Engineering,126,285-289.
MLA Li YJ,et al."Unsteady characteristics of sediment transport under non-harmonic waves".Procedia Engineering 126(2015):285-289.

入库方式: OAI收割

来源:力学研究所

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