Please use this identifier to cite or link to this item:
|Title:||Numerical study of combined overflow and wave overtopping over a smooth impermeable seawall|
|Source:||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|
|Appears in Collections:||Staff Publications|
Show full item record
Files in This Item:
There are no files associated with this item.
checked on Feb 27, 2018
WEB OF SCIENCETM
checked on Feb 14, 2018
checked on Mar 12, 2018
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.