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|Title:||Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall||Authors:||Reeve, D.E.
|Issue Date:||Feb-2008||Citation:||Reeve, D.E., Soliman, A., Lin, P.Z. (2008-02). Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall. Coastal Engineering 55 (2) : 155-166. ScholarBank@NUS Repository. https://doi.org/10.1016/j.coastaleng.2007.09.008||Abstract:||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. © 2007 Elsevier B.V. All rights reserved.||Source Title:||Coastal Engineering||URI:||http://scholarbank.nus.edu.sg/handle/10635/65913||ISSN:||03783839||DOI:||10.1016/j.coastaleng.2007.09.008|
|Appears in Collections:||Staff Publications|
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