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contributor authorHidekazu Shirai
contributor authorShinichiro Onda
contributor authorTakashi Hosoda
date accessioned2023-11-27T23:29:45Z
date available2023-11-27T23:29:45Z
date issued5/16/2023 12:00:00 AM
date issued2023-05-16
identifier otherJHEND8.HYENG-13399.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293604
description abstractThis paper presents analytical solutions based on Boussinesq models with moving boundaries and their applicability to the phenomena of water waves: sloshing in a rectangular tank on an oscillation table generated by lateral moving boundaries and tsunami generation by a moving bottom. In the application to sloshing, the linear solutions in Boussinesq and hydrostatic models were derived, and their characteristics were examined by comparing them with experimental results. It was shown that the result for the Boussinesq models was in close agreement with measurements for high wave numbers. In the application to tsunami generation, linear solutions were compared with numerical simulation results. The linear solutions with the effect of vertical acceleration on the bottom and across the depth improved the reproducibility of the wave profiles. The reproducibility of the linear solutions was confirmed to be good, except for the case of faster bottom motion with linear temporal change. These analytical solutions will be useful to engineers in understanding the phenomena considered.
publisherASCE
titleBoussinesq Models with Moving Boundaries and Their Applicability to Waves Generated by Lateral Oscillation and Bottom Deformation
typeJournal Article
journal volume149
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/JHEND8.HYENG-13399
journal fristpage04023023-1
journal lastpage04023023-12
page12
treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 008
contenttypeFulltext


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