Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall

A numerical wave flume is used to investigate the discharge characteristics of combined overflow and wave overtopping of impermeable seawalls. The numerical procedure computes solutions to the Reynolds-averaged Navier–Stokes equations and includes the generation of an irregular train of waves, the s...

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Veröffentlicht in:Coastal engineering (Amsterdam) 2008-02, Vol.55 (2), p.155-166
Hauptverfasser: Reeve, D.E., Soliman, A., Lin, P.Z.
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Soliman, A.
Lin, P.Z.
description A numerical wave flume is used to investigate the discharge characteristics of combined overflow and wave overtopping of impermeable seawalls. The numerical procedure computes solutions to the Reynolds-averaged Navier–Stokes equations and includes the generation of an irregular train of waves, the simulation of wave breaking and interaction with a sloping, impermeable wall. The numerical model is first tested against published experimental observations, approximate analytical solutions and empirical design formulae for the cases of pure overflow and pure overtopping. A sequence of numerical experiments simulating combined overflow and overtopping are described. The results are used to determine empirical discharge formulae of the form used in current practice.
doi_str_mv 10.1016/j.coastaleng.2007.09.008
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subjects Earth sciences
Earth, ocean, space
Engineering and environment geology. Geothermics
Engineering geology
Exact sciences and technology
Geomorphology, landform evolution
Marine and continental quaternary
Numerical simulation
Overflow
Sea wall
Surficial geology
Wave overtopping
title Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall
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