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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Main Authors: Zheng Jinhai, H. Mase, Li Tongfei
Format: Article
Language:English
Published: Elsevier 2008-03-01
Series:Water Science and Engineering
Subjects:
Online Access:http://www.waterjournal.cn:8080/water/EN/abstract/abstract1.shtml
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spelling 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
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