Pan, Shunqi ![]() |
Official URL: http://ascelibrary.org/doi/abs/10.1061/40733%28147...
Abstract
This paper describes a recently developed numerical modelling system, which is capable of taking account of wave reflection from a group of nearshore breakwaters and the effect of the leakage through leaky nearshore structures. The model, which also includes other nearshore processes, such as wave-current interaction and wave breaking, was tested against the experimental data obtained from tests over a complex topography and a group of scaled-down breakwaters. Comparisons of the computed results of wave height and wave-induced current with measurements showed that the model performed well in reproducing nearshore hydrodynamics.
Item Type: | Conference or Workshop Item (Paper) |
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Date Type: | Publication |
Status: | Published |
Schools: | Engineering |
Subjects: | T Technology > TC Hydraulic engineering. Ocean engineering |
Uncontrolled Keywords: | Coastal structures; Hydrodynamics; Nearshore; Wave power; Wave reflection |
Publisher: | American Society of Civil Engineers |
ISBN: | 9780784407332 |
Last Modified: | 21 Oct 2022 09:39 |
URI: | https://orca.cardiff.ac.uk/id/eprint/37194 |
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