Twin propeller scour in noncohesive seabed with different quay wall configurations

IF 4.6 2区 工程技术 Q1 ENGINEERING, CIVIL Ocean Engineering Pub Date : 2025-02-02 DOI:10.1016/j.oceaneng.2025.120554
Amina Suljevic, Erdal Kesgin
{"title":"Twin propeller scour in noncohesive seabed with different quay wall configurations","authors":"Amina Suljevic,&nbsp;Erdal Kesgin","doi":"10.1016/j.oceaneng.2025.120554","DOIUrl":null,"url":null,"abstract":"<div><div>Propeller-induced scour presents a significant challenge to the structural integrity of seabeds near quay walls. This study explores the scour phenomena produced by co-rotating twin propeller under different quay wall configurations on a noncohesive seabed. Laboratory experiments were performed using sand with a median grain size (d<sub>50</sub> = 1.2) and within a densimetric Froude number range of 4.71–6.23. The study also explores the influence of propeller spacing, speeds, and gap distances on scour characteristics. Under unconfined conditions, the scour profiles generated by twin propellers with spacings of two and three times the propeller diameter (D<sub>p</sub>) were similar to those observed with single propellers, albeit with increased scour depths. For these propeller spacings, similar scour hole formation (single scour hole) was also observed and the width of the scour hole is greater in proportion to its length in the twin propeller tests. Novel empirical equations were derived to predict maximum scour depths for no-wall, vertical, and parallel quay wall conditions. These equations demonstrated strong correlation with experimental data, achieving determination coefficients of 0.99, 0.99, and 0.98, respectively. The findings contribute to the understanding of twin-propeller scour dynamics and provide practical tools for designing and assessing quay wall stability in ports.</div></div>","PeriodicalId":19403,"journal":{"name":"Ocean Engineering","volume":"322 ","pages":"Article 120554"},"PeriodicalIF":4.6000,"publicationDate":"2025-02-02","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Ocean Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0029801825002690","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

Propeller-induced scour presents a significant challenge to the structural integrity of seabeds near quay walls. This study explores the scour phenomena produced by co-rotating twin propeller under different quay wall configurations on a noncohesive seabed. Laboratory experiments were performed using sand with a median grain size (d50 = 1.2) and within a densimetric Froude number range of 4.71–6.23. The study also explores the influence of propeller spacing, speeds, and gap distances on scour characteristics. Under unconfined conditions, the scour profiles generated by twin propellers with spacings of two and three times the propeller diameter (Dp) were similar to those observed with single propellers, albeit with increased scour depths. For these propeller spacings, similar scour hole formation (single scour hole) was also observed and the width of the scour hole is greater in proportion to its length in the twin propeller tests. Novel empirical equations were derived to predict maximum scour depths for no-wall, vertical, and parallel quay wall conditions. These equations demonstrated strong correlation with experimental data, achieving determination coefficients of 0.99, 0.99, and 0.98, respectively. The findings contribute to the understanding of twin-propeller scour dynamics and provide practical tools for designing and assessing quay wall stability in ports.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
求助全文
约1分钟内获得全文 去求助
来源期刊
Ocean Engineering
Ocean Engineering 工程技术-工程:大洋
CiteScore
7.30
自引率
34.00%
发文量
2379
审稿时长
8.1 months
期刊介绍: Ocean Engineering provides a medium for the publication of original research and development work in the field of ocean engineering. Ocean Engineering seeks papers in the following topics.
期刊最新文献
Seismic vulnerability analysis of bridges incorporating scour uncertainty using a copula-based approach Influence of non-linear wave load models on monopile supported offshore wind turbines for extreme conditions Model predictive controller based design for energy optimization of the hybrid shipboard microgrids Investigation on wave attenuation characteristics and mechanism of oyster castles under regular waves Numerical study on wave–wind coupling effects on hydrodynamics and light capture performance of offshore multi-body floating photovoltaic system
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1