{"title":"具有网状防冲matt的垂直桩流场数值研究","authors":"Minxi Zhang , Hanyan Zhao , Dongliang Zhao , Shaolin Yue , Huan Zhou , Xudong Zhao , Carlo Gualtieri , Guoliang Yu","doi":"10.1016/j.joes.2023.06.002","DOIUrl":null,"url":null,"abstract":"<div><div>Local scour at a pile or pier in current or wave environments threats the safety of the upper structure all over the world. The application of a net-like matt as a scour protection cover at the pile or pier was proposed. The matt weakens and diffuses the flow in the local scour pit and thus reduces local scour while enhances sediment deposition. Numerical simulations were carried out to investigate the flow at the pile covered by the matt. The simulation results were used to optimize the thickness <span><math><msub><mi>d</mi><mi>t</mi></msub></math></span> (2.6<span><math><mrow><msub><mi>d</mi><mn>95</mn></msub><mo>∼</mo><mn>17.9</mn><msub><mi>d</mi><mn>95</mn></msub></mrow></math></span>) and opening size <span><math><msub><mi>d</mi><mi>n</mi></msub></math></span> (<span><math><mrow><mn>7.7</mn><msub><mi>d</mi><mn>95</mn></msub><mo>∼</mo><mn>28.2</mn><msub><mi>d</mi><mn>95</mn></msub></mrow></math></span>) of the matt. It was found that the matt significantly reduced the local velocity and dissipated the vortex at the pile, substantially reduced the extent of local scour. The smaller the opening size of the matt, the more effective was the flow diffusion at the bed, and smaller bed shear stress was observed at the pile. For the flow conditions considered in this study, a matt with a relative thickness of <em>T</em> = 7.7 and relative opening size of <em>S</em> = 7.7 could be effective in scour protection.</div></div>","PeriodicalId":48514,"journal":{"name":"Journal of Ocean Engineering and Science","volume":"10 3","pages":"Pages 295-307"},"PeriodicalIF":13.0000,"publicationDate":"2025-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Numerical study of the flow at a vertical pile with net-like scour protection matt\",\"authors\":\"Minxi Zhang , Hanyan Zhao , Dongliang Zhao , Shaolin Yue , Huan Zhou , Xudong Zhao , Carlo Gualtieri , Guoliang Yu\",\"doi\":\"10.1016/j.joes.2023.06.002\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Local scour at a pile or pier in current or wave environments threats the safety of the upper structure all over the world. The application of a net-like matt as a scour protection cover at the pile or pier was proposed. The matt weakens and diffuses the flow in the local scour pit and thus reduces local scour while enhances sediment deposition. Numerical simulations were carried out to investigate the flow at the pile covered by the matt. The simulation results were used to optimize the thickness <span><math><msub><mi>d</mi><mi>t</mi></msub></math></span> (2.6<span><math><mrow><msub><mi>d</mi><mn>95</mn></msub><mo>∼</mo><mn>17.9</mn><msub><mi>d</mi><mn>95</mn></msub></mrow></math></span>) and opening size <span><math><msub><mi>d</mi><mi>n</mi></msub></math></span> (<span><math><mrow><mn>7.7</mn><msub><mi>d</mi><mn>95</mn></msub><mo>∼</mo><mn>28.2</mn><msub><mi>d</mi><mn>95</mn></msub></mrow></math></span>) of the matt. It was found that the matt significantly reduced the local velocity and dissipated the vortex at the pile, substantially reduced the extent of local scour. The smaller the opening size of the matt, the more effective was the flow diffusion at the bed, and smaller bed shear stress was observed at the pile. For the flow conditions considered in this study, a matt with a relative thickness of <em>T</em> = 7.7 and relative opening size of <em>S</em> = 7.7 could be effective in scour protection.</div></div>\",\"PeriodicalId\":48514,\"journal\":{\"name\":\"Journal of Ocean Engineering and Science\",\"volume\":\"10 3\",\"pages\":\"Pages 295-307\"},\"PeriodicalIF\":13.0000,\"publicationDate\":\"2025-06-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Ocean Engineering and Science\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2468013323000335\",\"RegionNum\":1,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, MARINE\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Ocean Engineering and Science","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2468013323000335","RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, MARINE","Score":null,"Total":0}
Numerical study of the flow at a vertical pile with net-like scour protection matt
Local scour at a pile or pier in current or wave environments threats the safety of the upper structure all over the world. The application of a net-like matt as a scour protection cover at the pile or pier was proposed. The matt weakens and diffuses the flow in the local scour pit and thus reduces local scour while enhances sediment deposition. Numerical simulations were carried out to investigate the flow at the pile covered by the matt. The simulation results were used to optimize the thickness (2.6) and opening size () of the matt. It was found that the matt significantly reduced the local velocity and dissipated the vortex at the pile, substantially reduced the extent of local scour. The smaller the opening size of the matt, the more effective was the flow diffusion at the bed, and smaller bed shear stress was observed at the pile. For the flow conditions considered in this study, a matt with a relative thickness of T = 7.7 and relative opening size of S = 7.7 could be effective in scour protection.
期刊介绍:
The Journal of Ocean Engineering and Science (JOES) serves as a platform for disseminating original research and advancements in the realm of ocean engineering and science.
JOES encourages the submission of papers covering various aspects of ocean engineering and science.