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 , Hongwei An , Scott Draper , Phil Watson , 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 , Hongwei An , Scott Draper , Phil Watson , 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}
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.
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.