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A laboratory study of wave-induced local scour at an emergent pile breakwater

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成果类型:
期刊论文
作者:
Xu, Conghao;Huang, Zhenhua
通讯作者:
Zhenhua Huang
作者机构:
[Xu, Conghao] Key Lab Water Sediment Sci & Water Disaster Preven, Changsha 410114, Peoples R China.
[Xu, Conghao] Changsha Univ Sci & Technol, Sch Hydraul & Environm Engn, Changsha 410114, Peoples R China.
[Huang, Zhenhua] Univ Hawaii Manoa, Sch Ocean & Earth Sci & Technol, Dept Ocean & Resources Engn, Honolulu, HI 96820 USA.
通讯机构:
[Zhenhua Huang] D
Department of Ocean and Resources Engineering, School of Ocean and Earth Science and Technology, University of Hawaii at Manoa, Honolulu HI, 96820, USA
语种:
英文
关键词:
Foundation design;Pile group;Ripples;Sediment transport;Shore protection
期刊:
Ocean Engineering
ISSN:
0029-8018
年:
2023
卷:
270
页码:
113618
基金类别:
CRediT authorship contribution statement Conghao Xu: Software, Validation, Investigation, Formal analysis, Visualization, Writing – original draft, Writing – review & editing. Zhenhua Huang: Conceptualization, Methodology, Investigation, Formal analysis, Writing – original draft, Writing – review & editing, Supervision, Project administration, acquisition, Resources.
机构署名:
本校为其他机构
院系归属:
水利工程学院
摘要:
A pile breakwater is a row of closely-spaced piles, placed in a side-by-side arrangement, to dissipate wave energy and prevent coastal erosion. It is important to understand the local scour at a pile breakwater for its foundation design. This paper reports a set of wave-flume tests on the local scour around the piles in regular waves. A laser scanner was used to measure the change in the three-dimensional bed elevation. Five values of Keulegan-Carpenter number were examined in this study. Scour holes near the pile breakwater were developed due to the oscillatory jet flow through the gaps betwe...

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