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contributor authorEdward F. Thompson
contributor authorC. L. Vincent
date accessioned2017-05-08T21:08:56Z
date available2017-05-08T21:08:56Z
date copyrightSeptember 1985
date issued1985
identifier other%28asce%290733-950x%281985%29111%3A5%28828%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40480
description abstractWave height parameters used in coastal and ocean engineering are grouped into three classes according to their definition bases: height statistics, energy, and monochromatic. Parameters within each class are easily interrelated lor most engineering purposes. However, parameters from different classes are difficult to interrelate, particularly for shallow water applications where waves are near breaking. The often‐used parameter “significant wave height” has traditionally been based on height statistics but many modern estimates are based on wave energy. A simple empirical method is developed to relate statistical and energy based significant height estimates. The method is developed with CERC laboratory flume data from a 1:30 plane slope, two samples of field data, and stream function wave theory. Since the two significant height estimates differ by over 40% in some laboratory cases, engineers should clearly recognize the distinction between them.
publisherAmerican Society of Civil Engineers
titleSignificant Wave Height for Shallow Water Design
typeJournal Paper
journal volume111
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1985)111:5(828)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 005
contenttypeFulltext


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