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原文传递 Erosion of a Seaward Dike Slope by Wave Action
题名: Erosion of a Seaward Dike Slope by Wave Action
其他题名: Dean,R.G.,Rosati,J.D.,Walton,T.L.,and Edge,B.L.(2010)."Erosional equivalences of levees:Steady and intermittent wave overtopping."Ocean Eng.,37(1),104-113.
正文语种: 英文
作者: Nobuhisa Kobayashi
关键词: Levee;Dike;Erosion;Grass;Clay;Breaking waves
摘要: A dike erosion model is developed to predict the temporal and cross-shore variations of vertical erosion depth under irregular wave action. The product of the erosion rate and the turf resistance force is related to the rate of erosion work by turbulence generated by wave energy dissipation caused by wave breaking and bottom friction. The turf resistance force is expressed using the turf thickness and the surface and underneath resistance parameters. The empirical parameters are calibrated using available data. The calibrated model is shown to reproduce the relation between the limiting velocity and steady flow duration, the erosion rate on a seaward grassed slope, and the eroded profile evolution of a seaward clay slope. The turf resistance parameters are uncertain and will need to be calibrated for specific dikes.
出版年: 2015
论文唯一标识: P-108Y2015V141N02005
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)WW.1943-5460.0000271
期刊名称: Journal of Waterway, Port, Coastal, and Ocean Engineering
拼音刊名(出版物代码): P-108
卷: 141
期: 02
页码: 42-48
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