Modeling of random wave transformation with strong wave-induced coastal currents
The propagation and transformation of multi-directional and uni-directional random waves over a coast with complicated bathymetric and geometric features are studied experimentally and numerically. Laboratory investigation indicates that wave energy convergence and divergence cause strong coastal cu...
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2008-03-01
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Online Access: | http://www.waterjournal.cn:8080/water/EN/abstract/abstract1.shtml |
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doaj-65e77e1f79574a67a318c951ec4bb3212020-11-24T23:47:17ZengElsevierWater Science and Engineering1674-23702405-81062008-03-0111182610.3882/j.issn.1674-2370.2008.01.003Modeling of random wave transformation with strong wave-induced coastal currentsZheng Jinhai0H. Mase1Li Tongfei2College of Ocean, Hohai University, Nanjing 210098, P. R. ChinaDisaster Prevention Research Institute, Kyoto University, Uji, Kyoto 611-0011, JapanCollege of Ocean, Hohai University, Nanjing 210098, P. R. ChinaThe propagation and transformation of multi-directional and uni-directional random waves over a coast with complicated bathymetric and geometric features are studied experimentally and numerically. Laboratory investigation indicates that wave energy convergence and divergence cause strong coastal currents to develop and inversely modify the wave fields. A coastal spectral wave model, based on the wave action balance equation with diffraction effect (WABED), is used to simulate the transformation of random waves over the complicated bathymetry. The diffraction effect in the wave model is derived from a parabolic approximation of wave theory, and the mean energy dissipation rate per unit horizontal area due to wave breaking is parameterized by the bore-based formulation with a breaker index of 0.73. The numerically simulated wave field without considering coastal currents is different from that of experiments, whereas model results considering currents clearly reproduce the intensification of wave height in front of concave shorelines.http://www.waterjournal.cn:8080/water/EN/abstract/abstract1.shtmlrandom wavecoastal currentspectral wave modelnumerical simulation |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Zheng Jinhai H. Mase Li Tongfei |
spellingShingle |
Zheng Jinhai H. Mase Li Tongfei Modeling of random wave transformation with strong wave-induced coastal currents Water Science and Engineering random wave coastal current spectral wave model numerical simulation |
author_facet |
Zheng Jinhai H. Mase Li Tongfei |
author_sort |
Zheng Jinhai |
title |
Modeling of random wave transformation with strong wave-induced coastal currents |
title_short |
Modeling of random wave transformation with strong wave-induced coastal currents |
title_full |
Modeling of random wave transformation with strong wave-induced coastal currents |
title_fullStr |
Modeling of random wave transformation with strong wave-induced coastal currents |
title_full_unstemmed |
Modeling of random wave transformation with strong wave-induced coastal currents |
title_sort |
modeling of random wave transformation with strong wave-induced coastal currents |
publisher |
Elsevier |
series |
Water Science and Engineering |
issn |
1674-2370 2405-8106 |
publishDate |
2008-03-01 |
description |
The propagation and transformation of multi-directional and uni-directional random waves over a coast with complicated bathymetric and geometric features are studied experimentally and numerically. Laboratory investigation indicates that wave energy convergence and divergence cause strong coastal currents to develop and inversely modify the wave fields. A coastal spectral wave model, based on the wave action balance equation with diffraction effect (WABED), is used to simulate the transformation of random waves over the complicated bathymetry. The diffraction effect in the wave model is derived from a parabolic approximation of wave theory, and the mean energy dissipation rate per unit horizontal area due to wave breaking is parameterized by the bore-based formulation with a breaker index of 0.73. The numerically simulated wave field without considering coastal currents is different from that of experiments, whereas model results considering currents clearly reproduce the intensification of wave height in front of concave shorelines. |
topic |
random wave coastal current spectral wave model numerical simulation |
url |
http://www.waterjournal.cn:8080/water/EN/abstract/abstract1.shtml |
work_keys_str_mv |
AT zhengjinhai modelingofrandomwavetransformationwithstrongwaveinducedcoastalcurrents AT hmase modelingofrandomwavetransformationwithstrongwaveinducedcoastalcurrents AT litongfei modelingofrandomwavetransformationwithstrongwaveinducedcoastalcurrents |
_version_ |
1725490558013538304 |