Show simple item record

contributor authorSteven A. Hughes
contributor authorHerman C. Miller
date accessioned2017-05-08T21:09:08Z
date available2017-05-08T21:09:08Z
date copyrightNovember 1987
date issued1987
identifier other%28asce%290733-950x%281987%29113%3A6%28588%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40626
description abstractA formula for transforming significant wave heights of wind seas between locations of differing depths is developed from the concept of the equilibrium range in the spectrum. The transformation is assumed valid for single‐peaked equilibrium wind seas which do not contain swell components. The method does not account for the effects of refraction, diffraction, or situations which may be fetch‐ or duration‐limited, therefore the method should not be applied when these effects may be dominant. The transformation is tested using 198 data pairs which seemed to fit the necessary criteria. The significant wave height at the shallower gage (8 m depth) was predicted using the measured significant wave height at the deeper gage (18 m depth). Comparisons between predicted and measured significant wave heights indicate that the wind sea transformation generally performs better than unrefracted shoaling of significant wave height using linear theory, but that underprediction occurs at longer wave periods.
publisherAmerican Society of Civil Engineers
titleTransformation of Significant Wave Heights
typeJournal Paper
journal volume113
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1987)113:6(588)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record