contributor author | W. S. Dickson | |
contributor author | T. H. C. Herbers | |
contributor author | E. B. Thornton | |
date accessioned | 2017-05-08T21:09:54Z | |
date available | 2017-05-08T21:09:54Z | |
date copyright | September 1995 | |
date issued | 1995 | |
identifier other | %28asce%290733-950x%281995%29121%3A5%28262%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41110 | |
description abstract | A new method is presented for estimating the reflection of a random, multidirectional sea from a coastal structure. The technique is applicable to an array of wave gauges of arbitrary geometry deployed seaward of the reflector. An expansion for small oblique wave-incidence angles is used to derive an approximate relationship between measured array cross-spectra and a small number of parameters that describe the incident-wave properties and the reflectivity of the structure. Model tests with simulated array data demonstrate that the gross properties of incident and reflected waves can be accurately estimated for wave-incidence angles less than about 30°. The new method is applied to array data acquired offshore of a permeable, rubble-mound breakwater in Monterey Bay, California. The estimated reflection coefficients decrease approximately linearly with increasing frequency. Whereas the observed reflections depend only weakly on the incident-wave energy, the fraction of the incident-wave energy flux transmitted through the breakwater decreases with increasing wave energy, suggesting that dissipation is enhanced with large-amplitude waves. | |
publisher | American Society of Civil Engineers | |
title | Wave Reflection from Breakwater | |
type | Journal Paper | |
journal volume | 121 | |
journal issue | 5 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/(ASCE)0733-950X(1995)121:5(262) | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 005 | |
contenttype | Fulltext | |