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contributor authorJohn R. C. Hsu
contributor authorRichard Silvester
date accessioned2017-05-08T21:09:15Z
date available2017-05-08T21:09:15Z
date copyrightJanuary 1989
date issued1989
identifier other%28asce%290733-950x%281989%29115%3A1%2866%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40721
description abstractWaves impacting on breakwaters, even of rubble‐mounds, are reflected efficiently from them, so producing almost standing waves for normal approach and a complex short‐crested wave system for oblique approach. In the former, sediment is accreted one half wavelength intervals from the face at the expense of material at the nodes, at odd multiples of quarter wavelength intervals. With angled waves similar erosion takes place, either at the nodal or antinodal regions depending upon the obliquity. These are determined in fractions of the distance of island crests, formed at wave interactions, termed the crest length. Kinematics of the water particles exhibit high bed velocities and also vortices at alignments one eighth of the crest length from the structure. The associated mass transport exceeds that of the incident waves. Model studies in Japan have exhibited scouring capacity for waves at all angles, including normal, and those results are re‐examined herein. New relationships exhibit the need for long duration tests.
publisherAmerican Society of Civil Engineers
titleModel Test Results of Scour Along Breakwaters
typeJournal Paper
journal volume115
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1989)115:1(66)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 001
contenttypeFulltext


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