深埋浅埋海底构筑物局部冲刷试验研究

IF 4.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Lili Qu , Hongwei An , Scott Draper , Phil Watson , Liang Cheng
{"title":"深埋浅埋海底构筑物局部冲刷试验研究","authors":"Lili Qu ,&nbsp;Hongwei An ,&nbsp;Scott Draper ,&nbsp;Phil Watson ,&nbsp;Liang Cheng","doi":"10.1016/j.coastaleng.2025.104851","DOIUrl":null,"url":null,"abstract":"<div><div>Squat, shallowly embedded structures are commonly used in coastal and offshore applications, such as gravity based subsea foundations, pipeline and cable infrastructure, and emerging applications including subsea data centers and artificial reefs. These structures often have shallow skirts embedded in the seabed to enhance stability and/or mitigate the risk of local scour and undermining. This paper presents an experimental investigation into local scour and undermining processes around squat, shallowly embedded subsea structures, focusing on low aspect ratios, an area underexplored in previous research. Using the large O-tube facility at The University of Western Australia, experiments were conducted under steady currents to examine both equilibrium scour depth and undermining mechanisms, and their associated time scales. Key findings indicate that flow intensity and flow attack angle significantly influence the scour process, with flow amplification at sharp corners identified as the primary cause of scour initiation. Although shallowly embedded structures experience reduced scour depths compared to deeply embedded structures, they experience extensive undermining which occurs over a longer time scale than scour at the corners of the structure. These findings enhance our understanding of scour development and provide valuable insights for the design and stability assessment of offshore structures.</div></div>","PeriodicalId":50996,"journal":{"name":"Coastal Engineering","volume":"202 ","pages":"Article 104851"},"PeriodicalIF":4.5000,"publicationDate":"2025-08-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"An experimental investigation of local scour at squat, shallowly embedded subsea structures\",\"authors\":\"Lili Qu ,&nbsp;Hongwei An ,&nbsp;Scott Draper ,&nbsp;Phil Watson ,&nbsp;Liang Cheng\",\"doi\":\"10.1016/j.coastaleng.2025.104851\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Squat, shallowly embedded structures are commonly used in coastal and offshore applications, such as gravity based subsea foundations, pipeline and cable infrastructure, and emerging applications including subsea data centers and artificial reefs. These structures often have shallow skirts embedded in the seabed to enhance stability and/or mitigate the risk of local scour and undermining. This paper presents an experimental investigation into local scour and undermining processes around squat, shallowly embedded subsea structures, focusing on low aspect ratios, an area underexplored in previous research. Using the large O-tube facility at The University of Western Australia, experiments were conducted under steady currents to examine both equilibrium scour depth and undermining mechanisms, and their associated time scales. Key findings indicate that flow intensity and flow attack angle significantly influence the scour process, with flow amplification at sharp corners identified as the primary cause of scour initiation. Although shallowly embedded structures experience reduced scour depths compared to deeply embedded structures, they experience extensive undermining which occurs over a longer time scale than scour at the corners of the structure. These findings enhance our understanding of scour development and provide valuable insights for the design and stability assessment of offshore structures.</div></div>\",\"PeriodicalId\":50996,\"journal\":{\"name\":\"Coastal Engineering\",\"volume\":\"202 \",\"pages\":\"Article 104851\"},\"PeriodicalIF\":4.5000,\"publicationDate\":\"2025-08-07\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Coastal Engineering\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S0378383925001565\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Coastal Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0378383925001565","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

摘要

深蹲、浅埋结构通常用于沿海和海上应用,如重力海底基础、管道和电缆基础设施,以及海底数据中心和人工鱼礁等新兴应用。这些结构通常有嵌入海床的浅边缘,以增强稳定性和/或减轻局部冲刷和破坏的风险。本文对深蹲、浅埋海底结构周围的局部冲刷和破坏过程进行了实验研究,重点关注低纵横比,这是以往研究中未充分探索的领域。利用西澳大利亚大学的大型o形管设备,在稳定电流下进行实验,以检查平衡冲刷深度和破坏机制,以及它们相关的时间尺度。主要研究结果表明,流动强度和流动攻角对冲刷过程有显著影响,尖角处的流动放大被认为是冲刷起爆的主要原因。虽然与深埋结构相比,浅埋结构的冲刷深度较小,但它们经历了广泛的破坏,这种破坏发生的时间尺度比结构角落的冲刷要长。这些发现增强了我们对冲刷发展的理解,并为海上结构的设计和稳定性评估提供了有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An experimental investigation of local scour at squat, shallowly embedded subsea structures
Squat, shallowly embedded structures are commonly used in coastal and offshore applications, such as gravity based subsea foundations, pipeline and cable infrastructure, and emerging applications including subsea data centers and artificial reefs. These structures often have shallow skirts embedded in the seabed to enhance stability and/or mitigate the risk of local scour and undermining. This paper presents an experimental investigation into local scour and undermining processes around squat, shallowly embedded subsea structures, focusing on low aspect ratios, an area underexplored in previous research. Using the large O-tube facility at The University of Western Australia, experiments were conducted under steady currents to examine both equilibrium scour depth and undermining mechanisms, and their associated time scales. Key findings indicate that flow intensity and flow attack angle significantly influence the scour process, with flow amplification at sharp corners identified as the primary cause of scour initiation. Although shallowly embedded structures experience reduced scour depths compared to deeply embedded structures, they experience extensive undermining which occurs over a longer time scale than scour at the corners of the structure. These findings enhance our understanding of scour development and provide valuable insights for the design and stability assessment of offshore structures.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
×
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:604180095
Book学术官方微信