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Effects of an Impermeable Submerged Structure on a Rubble Mound Breakwater

Authors
Cho, Yong-Sik
Issue Date
Mar-2011
Publisher
Coastal Education & Research Foundation, Inc.
Keywords
Rubble mound breakwater; submerged structure; stability; run-up height; run-down height; transmission coefficient
Citation
Journal of Coastal Research, v.27, no.2, pp 378 - 383
Pages
6
Indexed
SCI
SCIE
SCOPUS
Journal Title
Journal of Coastal Research
Volume
27
Number
2
Start Page
378
End Page
383
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/168913
DOI
10.2112/JCOASTRES-D-09-00124.1
ISSN
0749-0208
1551-5036
Abstract
Measurements using a series of laboratory experiments are carried out to investigate the effects of a submerged structure in protecting a rubble mound breakwater. In this study, a rectangular submerged structure is installed in front of a rubble mound breakwater, and irregular waves are generated by a piston-type wave maker installed at the end of a channel 32.5 m long, 0.6 m wide, and 1.1 m deep. In laboratory experiments, the effects of heights of the submerged structure on the transmission coefficients and run-up and run-down heights are evaluated. The role of the submerged structure on the stability of a breakwater is also investigated.
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서울 공과대학 > 서울 건설환경공학과 > 1. Journal Articles

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