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作 者:LIN Ting-Chieh HWANG Kao-Shu HSIAO Shih-Chun YANG Ray-Yeng
机构地区:[1]Tainan Hydraulics Laboratory,National Cheng Kung University,Tainan 701 [2]Department of Hydraulic and Ocean Engineering,National Cheng Kung University,Tainan 701 [3]Tainan Hydraulics Laboratory and Department of Hydraulic and Ocean Engineering,National Cheng Kung University,Tainan 701
出 处:《Journal of Hydrodynamics》2012年第1期76-85,共10页水动力学研究与进展B辑(英文版)
基 金:support from the National Science Council of Taiwan(Grant No.NSC100-2628-E-006-017);supports from the Tainan Hydraulics Laboratory
摘 要:A sequence of laboratory experiments using solitary waves was performed to model the effect of leading form of three types of tsunamis(a bore,an impinging wave and an overtopping wave)on a seawall on a sloping beach.The wave evolution process,impinging pressure along the seawall surface,total overtopping discharge behind the seawall and the maximum run-up height on the rear slope were measured and compared.Laboratory data were employed to re-examine relevant empirical formulae in the literature.The effect of the presence of the seawall in reducing maximum run-up height using the present setup was briefly discussed.The present data can be used for calibrating numerical and mathematical models.A sequence of laboratory experiments using solitary waves was performed to model the effect of leading form of three types of tsunamis(a bore,an impinging wave and an overtopping wave)on a seawall on a sloping beach.The wave evolution process,impinging pressure along the seawall surface,total overtopping discharge behind the seawall and the maximum run-up height on the rear slope were measured and compared.Laboratory data were employed to re-examine relevant empirical formulae in the literature.The effect of the presence of the seawall in reducing maximum run-up height using the present setup was briefly discussed.The present data can be used for calibrating numerical and mathematical models.
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