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contributor authorFengyan Shi
contributor authorJames T. Kirby
contributor authorRobert A. Dalrymple
contributor authorQin Chen
date accessioned2017-05-08T21:10:25Z
date available2017-05-08T21:10:25Z
date copyrightMay 2003
date issued2003
identifier other%28asce%290733-950x%282003%29129%3A3%28124%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41475
description abstractAn improved curvilinear grid model based on fully nonlinear Boussinesq equations is used to simulate wave propagation in Ponce de Leon Inlet, Fla. We employ the nearshore bathymetry of Ponce de Leon Inlet and generate a stretched curvilinear grid that can resolve shortwaves in the nearshore region and fit the complex geometry. Simulations of 18 cases with monochromatic input waves and Texel-Marsden-Arsloe spectral waves are carried out on the same scale as in the 1:100 scale physical model conducted at the U.S. Army Engineer Research and Development Center. Wave height comparisons, time series comparisons of surface elevation for monochromatic wave cases, and comparisons of power spectrum for spectral wave cases are made between numerical results and laboratory measurements. Comparison is also made between the probability distribution of surface elevation and skewness and asymmetry measures for both the measured data and the Boussinesq model results. It is shown that for the computations of nonlinear wave transformation over irregular bathymetry, the Boussinesq model is able to predict nonlinear wave features and is thus a more accurate model than some conventional models in shallow water.
publisherAmerican Society of Civil Engineers
titleWave Simulations in Ponce de Leon Inlet Using Boussinesq Model
typeJournal Paper
journal volume129
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2003)129:3(124)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2003:;Volume ( 129 ):;issue: 003
contenttypeFulltext


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