Experimental investigation on live-bed scour development and protection of J-tube submarine cable

IF 4 2区 工程技术 Q1 ENGINEERING, CIVIL
Yangyang Gao , Peiyuan Zhou , Lizhong Wang , Lingzhi Jiang , Haojun Yang
{"title":"Experimental investigation on live-bed scour development and protection of J-tube submarine cable","authors":"Yangyang Gao ,&nbsp;Peiyuan Zhou ,&nbsp;Lizhong Wang ,&nbsp;Lingzhi Jiang ,&nbsp;Haojun Yang","doi":"10.1016/j.marstruc.2025.103807","DOIUrl":null,"url":null,"abstract":"<div><div>A series of experiments were conducted to investigate the live-bed scour development and protection of J-tube submarine cable under the current-only and current-wave conditions. The local scour development and final equilibrium scour depth around the monopile foundation and submarine cable under different wave and current conditions were analyzed. The results show that the maximum scour depth of the scour pit around the monopile increases with the increase of flow velocity and decrease of wave height. Under different current-wave conditions, the maximum scour depth of monopile on the side of J-tube cable is more than 10 % of that on the other side. Different protection methods including riprap protection, different bionic grasses protection and combination protections were examined. The dynamic response of J-tube submarine cable was investigated with different protection methods. The results show that the bionic grass can promote sediment deposition in the protection zone, reduce the suspended length of submarine cable. The concrete mattress can significantly reduce the motion amplitude of suspended submarine cable. The combined riprap-bionic grass 3-concrete mattress protection can reduce the local scour by 96.5 % and submarine cable motion amplitude by more than 80 % under current-wave conditions.</div></div>","PeriodicalId":49879,"journal":{"name":"Marine Structures","volume":"103 ","pages":"Article 103807"},"PeriodicalIF":4.0000,"publicationDate":"2025-03-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Marine Structures","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0951833925000310","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

A series of experiments were conducted to investigate the live-bed scour development and protection of J-tube submarine cable under the current-only and current-wave conditions. The local scour development and final equilibrium scour depth around the monopile foundation and submarine cable under different wave and current conditions were analyzed. The results show that the maximum scour depth of the scour pit around the monopile increases with the increase of flow velocity and decrease of wave height. Under different current-wave conditions, the maximum scour depth of monopile on the side of J-tube cable is more than 10 % of that on the other side. Different protection methods including riprap protection, different bionic grasses protection and combination protections were examined. The dynamic response of J-tube submarine cable was investigated with different protection methods. The results show that the bionic grass can promote sediment deposition in the protection zone, reduce the suspended length of submarine cable. The concrete mattress can significantly reduce the motion amplitude of suspended submarine cable. The combined riprap-bionic grass 3-concrete mattress protection can reduce the local scour by 96.5 % and submarine cable motion amplitude by more than 80 % under current-wave conditions.
j管海底电缆活床冲刷发展及防护试验研究
对j管海底电缆在纯流和流波两种工况下的活床冲刷发展及防护进行了试验研究。分析了不同波浪和水流条件下单桩基础和海底电缆周围的局部冲刷发展和最终平衡冲刷深度。结果表明:单桩周围冲刷坑的最大冲刷深度随着流速的增大和波高的减小而增大;在不同的电流波条件下,j型管电缆一侧单桩最大冲刷深度大于另一侧单桩最大冲刷深度的10%以上。研究了抛石防护、不同仿生草防护和组合防护等不同防护方法。采用不同的保护方法对j型管海底电缆的动力响应进行了研究。结果表明,仿生草能促进保护区内沉积物的沉积,减少海底电缆的悬吊长度。混凝土垫层可以显著降低悬空海底电缆的运动幅值。在流波条件下,抛石-仿生草-混凝土复合保护层可使海底电缆局部冲刷减少96.5%,运动幅度减少80%以上。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 求助全文
来源期刊
Marine Structures
Marine Structures 工程技术-工程:海洋
CiteScore
8.70
自引率
7.70%
发文量
157
审稿时长
6.4 months
期刊介绍: This journal aims to provide a medium for presentation and discussion of the latest developments in research, design, fabrication and in-service experience relating to marine structures, i.e., all structures of steel, concrete, light alloy or composite construction having an interface with the sea, including ships, fixed and mobile offshore platforms, submarine and submersibles, pipelines, subsea systems for shallow and deep ocean operations and coastal structures such as piers.
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信