
NUMERICAL MODEL OF BREAKWATER WAVE FLOWS
Author(s) -
Alex C. Thompson
Publication year - 1988
Publication title -
proceedings of conference on coastal engineering/proceedings of ... conference on coastal engineering
Language(s) - English
Resource type - Journals
eISSN - 2156-1028
pISSN - 0589-087X
DOI - 10.9753/icce.v21.149
Subject(s) - breakwater , inflow , flow (mathematics) , mechanics , finite difference , reflection (computer programming) , finite difference method , geology , geotechnical engineering , reflection coefficient , free surface , mathematics , physics , mathematical analysis , computer science , optics , programming language
A mathematical model of flow on a sloping breakwater face is described and results of calculations compared with some experimental results to show how the model can be calibrated. Flow above the surface of the slope is represented by the shallow water wave equations solved by a finite difference method. Flow within the breakwater is calculated by one of two methods. A solution of the linear seepage flow equations, again using finite differences or a simplified model of inflow can be used. Experimental results for runup and reflection coefficient are from tests performed at HRL Wallingford.