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contributor authorDimitrios G. Stamos
contributor authorMuhammad R. Hajj
date accessioned2017-05-08T22:39:30Z
date available2017-05-08T22:39:30Z
date copyrightFebruary 2001
date issued2001
identifier other%28asce%290733-9399%282001%29127%3A2%2899%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85339
description abstractThis work has a twofold objective. First, a new method to separate incident and reflected wave components, using measurements from one wave probe, is presented. This technique is based on local variations in amplitude and phase of the measured wave and uses wavelet analysis. Second, the method is applied to perform a parametric study to compare the reflection and transmission characteristics of flexible and rigid breakwaters. Results are discussed for different depths of submergence of the models, different internal pressures in the case of the flexible breakwater, and a wide range of wave steepnesses. The results show that, in general, the rigid model has a higher reflection coefficient than the flexible model. On the other hand, the flexible model has a much higher energy-loss coefficient. Optimal breakwater widths for reflection, transmission, and energy-loss coefficients for waves with different wavelengths are also presented.
publisherAmerican Society of Civil Engineers
titleReflection and Transmission of Waves over Submerged Breakwaters
typeJournal Paper
journal volume127
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2001)127:2(99)
treeJournal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 002
contenttypeFulltext


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