SPH Modeling of Tsunami Wave Overtopping over the Reef-Flat with a Vertical Revetment

Author:

Tian Zhenglin1,Sun Xin2,Xia Zhisheng3,Wen Hongjie4

Affiliation:

1. College of Ocean Engineering and Energy, Guangdong Ocean University, Zhanjiang 524088, P. R. China

2. The State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, P. R. China

3. Shandong Energy Group New Energy Co., Ltd, Shandong 250014, P. R. China

4. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, P. R. China

Abstract

Artificial revetments are commonly constructed on reef-flats to protect the rear infrastructure. Evaluating the performance of a revetment under extreme wave conditions requires accurate prediction of wave overtopping. To simulate tsunami wave overtopping on an artificial revetment above a coral reef-flat, a numerical model based on the weakly compressible smoothed particle hydrodynamics (WCSPH) method is developed. This numerical model includes an additional dissipative term in the continuity equation and a dynamic boundary condition enhancement to correct the pressure distortion from particles at the boundary. Reef topography is simplified as a steep reef-face and a horizontal reef-flat, and tsunami waves are described as solitary waves. This research explores the characteristics of solitary wave overtopping on the revetment above the reef-flat with varying slope angles and reef-flat lengths.

Funder

National Natural Science Foundation of China

Guangdong Basic and Applied Basic Research Foundation

Zhanjiang Ocean Youth Talent Project

Publisher

World Scientific Pub Co Pte Ltd

Subject

General Economics, Econometrics and Finance

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