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contributor authorJohn P. Ahrens
contributor authorMartin F. Titus
date accessioned2017-05-08T21:08:48Z
date available2017-05-08T21:08:48Z
date copyrightJanuary 1985
date issued1985
identifier other%28asce%290733-950x%281985%29111%3A1%28128%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40412
description abstractA method of estimating wave runups on plane, smooth slopes is presented. The method uses empirical formulas to predict monochromatic wave runups for a wide range of surf conditions. Intuitive arguments are used to support the form of the equations. The analysis shows that wave nonlinearity has a strong influence on the runup of nonbreaking, monochromatic waves. Other factors being equal, the more nonlinear the wave the greater the runup. Comparisons show that the formulas given make good estimates of the observed wave runup elevations.
publisherAmerican Society of Civil Engineers
titleWave Runup Formulas for Smooth Slopes
typeJournal Paper
journal volume111
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1985)111:1(128)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 001
contenttypeFulltext


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