Show simple item record

contributor authorJane McKee Smith
contributor authorCharles L. Vincent
date accessioned2017-05-08T21:09:37Z
date available2017-05-08T21:09:37Z
date copyrightSeptember 1992
date issued1992
identifier other%28asce%290733-950x%281992%29118%3A5%28517%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40965
description abstractShoaling and decay of irregular wave trains with two distinct frequency peaks are simulated in a wave flume. The relative energy in each wave train, the closeness of the frequency peaks, and the total wave energy were varied over 12 cases. Wave‐gauge measurements across the 1:30 plane slope in the flume show that linear superposition of single‐peaked wave trains or lumping all energy into the dominant wave train are not satisfactory representations of multiple wave trains. The measurements also show that the wave train with the low‐frequency peak dominates in the surf zone. Waves with the low‐frequency peak appear unaffected by the second wave train, but the high‐frequency wave train decays faster in the presence of the low‐frequency waves. The variation of wave height through shoaling and breaking depends on the relative amount of energy in each of the wave trains and the closeness of the peak frequencies.
publisherAmerican Society of Civil Engineers
titleShoaling and Decay of Two Wave Trains on Beach
typeJournal Paper
journal volume118
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1992)118:5(517)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1992:;Volume ( 118 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record