Experimental Investigation of the Hydraulic Performance of Caisson-Pile Breakwaters SCIE SCOPUS

Cited 8 time in WEB OF SCIENCE Cited 0 time in Scopus
Title
Experimental Investigation of the Hydraulic Performance of Caisson-Pile Breakwaters
Author(s)
Yoo, Jeseon; Kim, Soo-Young; Kim, Jung-Min; Cho, Yong-Sik
KIOST Author(s)
Yoo, Je Seon(유제선)
Publication Year
2010-05
Abstract
Porous breakwaters using a caisson-pile group can increase the resistance of the vertical coastal structures in harbors to external heavy impacts, and also help facilitate the exchange of water This article presents experimental results for the hydraulic performance of independent caisson-pile type breakwaters having three rows of vertical piles, both evenly and unevenly spaced between rows Compared with even spacing, uneven, sparser spacing tends to have lower wave reflections and higher energy loss coefficients Wave transmission, by contrast, appears not to be considerably influenced by spacing pattern The transmission coefficient increases with wave steepness (S-0,S-s) and decreases with the ratio of the (total) width of the three pile rows to the wavelength (W/L-0,L-s)
ISSN
0749-0208
URI
https://sciwatch.kiost.ac.kr/handle/2020.kiost/4097
DOI
10.2112/08-1131.1
Bibliographic Citation
JOURNAL OF COASTAL RESEARCH, v.26, no.3, pp.444 - 450, 2010
Publisher
COASTAL EDUCATION & RESEARCH FOUNDATION
Subject
TRANSMISSION
Keywords
Uneven spacing of vertical piles; wave reflection coefficient; wave transmission coefficient; energy loss coefficient
Type
Article
Language
English
Document Type
Article
Publisher
COASTAL EDUCATION & RESEARCH FOUNDATION
Related Researcher
Research Interests

Coastal disaster observation and prediction,Coastal numerical modeling,Coastal remote sensing,연안침식 등 연안재해 관측 및 예측,연안 파랑 및 해수유동 수치모델링,연안 원격탐사

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