LONG WAVE INTERACTION WITH STEEPLY SLOPING STRUCTURES

Proceedings of the International Conference on Coastal Engineering

Ib A. Svendsen¹  Stephan T. Grilli¹ 

[1] Center for Applied Coastal Research, Department of Civil Engineering, University of Delaware

关键词: sloping structures;    long wave;    wave interaction;    steep slope;   

DOI  :  10.9753/icce.v22.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

A fully nonlinear model for free surface potential flows is used to analyze the transformation of solitary waves above a mild slope, from intermediate to shallow water (shoaling, overturning), and to study the interaction of these waves with coastal structures located in the shallow area. Computations include wave runup, overturning and reflection form steep slopes or vertical wall, and from a combination of a slope and a submerged breakwater. Results are compared with other numerical, analytical and experimental results. Effects of the submerged breakwater, of making horizontal velocities more uniform over depth and of reducing wave runup on the slope, are further detailed.

【 授权许可】

Unknown