Mathematical modeling of wave impacts on inclined seawall

This paper discusses a mathematical model of the large, short-lived pressure by waves breaking against inclined coastal structures. The theory of pressure impulse, P proposed by Cooker which simplify the highly timedependent and very nonlinear problem by considering the time integral of the pressure...

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主要な著者: Mohd Zuki, Salleh, Mohd Shahridwan, Ramli, Fadhlyya Arawaney, Abdul Ghani, Nor Aida Zuraimi, Md Noar, Greenhow, Martin
フォーマット: Conference or Workshop Item
言語:English
出版事項: American Institute of Physics Inc. 2017
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オンライン・アクセス:http://umpir.ump.edu.my/id/eprint/20089/1/ism3%20publication%20aip.pdf
http://umpir.ump.edu.my/id/eprint/20089/
https://doi.org/10.1063/1.4982847
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要約:This paper discusses a mathematical model of the large, short-lived pressure by waves breaking against inclined coastal structures. The theory of pressure impulse, P proposed by Cooker which simplify the highly timedependent and very nonlinear problem by considering the time integral of the pressure over the duration of the impact pressure-impulse is used in this study. P satisfies Laplace's equation and perturbation theory is applied to this model and is solved analytically using MATLAB. The correlation between the pressure impulse and the inclination angle of a wall is investigated theoretically. It is found that as angle of inclination seawall increases, the pressure impulse also increases