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contributor authorMiguel Losada
contributor authorNobuhisa Kobayashi
contributor authorFrancisco L. Martín
date accessioned2017-05-08T21:09:35Z
date available2017-05-08T21:09:35Z
date copyrightMarch 1992
date issued1992
identifier other%28asce%290733-950x%281992%29118%3A2%28207%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40934
description abstractArmor stability on submerged conventional breakwaters is examined using a hybrid method based on experimental, numerical, and empirical results. Four test runs are conducted to measure the horizontal fluid velocities and free-surface elevations over a submerged breakwater caused by a solitary wave. These measurements are used to evaluate the numerical model called IBREAK. The agreement between the measured and computed results is found to be fair except that IBREAK overestimates the velocities immediately landward of the crest of the submerged breakwater for the case of small submergence. The comparison also shows that the horizontal velocity over the breakwater decreases with the increase of its submergence. The reduction of the horizontal velocity is then related to the increase of armor stability on the breakwater with the increase of its submergence. The present method predicts the significant increase of the armor stability resulting from the moderate reduction of the maximum horizontal velocity with the increase of the submergence depth. Comprehensive data are required to verify the predicted armor stability.
publisherAmerican Society of Civil Engineers
titleArmor Stability on Submerged Breakwaters
typeJournal Paper
journal volume118
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1992)118:2(207)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 002
contenttypeFulltext


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