A numerical model for edge waves on a compound slope

被引:0
作者
Lu, Yang [1 ]
Feng, Wei-bing [1 ]
Zhang, Yu [1 ]
Feng, Xi [1 ]
机构
[1] Hohai Univ, Coll Harbor Coastal & Offshore Engn, Nanjing 210098, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
edge wave; compound slope; full water wave equation; geometrical approach; numerical integration; BEACH;
D O I
10.1007/s13344-017-0020-7
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An edge wave is a kind of surface gravity wave basically travelling along a shoaling beach. Based on the periodic assumption in the longshore direction, a second order ordinary differential equation is obtained for numerical simulation of the cross-shore surface elevation. Given parameters at the shoreline, a cross-shore elevation profile is obtained through integration with fourth-order Runge-Kutta technique. For a compound slope, a longshore wavenumber is obtained by following a geometrical approach and solving a transcendental equation with an asymptotic method. Numerical results on uniform and compound sloping beaches with different wave periods, slope angles, modes and turning point positions are presented. Some special scenarios, which cannot be predicted by analytical models are also discussed.
引用
收藏
页码:167 / 172
页数:6
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