A multi-scale approach for scour time development at monopiles due to currents

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL Ocean Engineering Pub Date : 2025-02-03 DOI:10.1016/j.oceaneng.2025.120504
N.F. Silva-Muñoz, Y.B. Broekema
{"title":"A multi-scale approach for scour time development at monopiles due to currents","authors":"N.F. Silva-Muñoz,&nbsp;Y.B. Broekema","doi":"10.1016/j.oceaneng.2025.120504","DOIUrl":null,"url":null,"abstract":"<div><div>Scour time development is traditionally predicted using a two-parameter model, where the scouring process is schematized with an equilibrium depth and a time scale. In this study, we demonstrate that a four-parameter model to determine scour time development around monopiles will lead to significant improvements in accuracy of the prediction. The physical interpretation of this is that different primary hydrodynamic forcing mechanisms induce scour during different phases of the scouring process. The first, rapid phase of development, is associated with large amplification of the flow around the pile due to obstruction which leads to quick scouring. The second, slow phase of development is associated with a more steady horseshoe vortex and influence of the scour hole on the mean flow field which lead to slower development of the scour depth. In this study, we make use of various different datasets existing in literature to demonstrate that the overall time-evolution of scour fits significantly better when assuming that there are two development phases, each with their own distinct timescales. The results of this study may be particularly interesting for temporary structures, where an accurate prediction of time development in the first rapid phase is required.</div></div>","PeriodicalId":19403,"journal":{"name":"Ocean Engineering","volume":"322 ","pages":"Article 120504"},"PeriodicalIF":5.5000,"publicationDate":"2025-02-03","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/S0029801825002197","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

Scour time development is traditionally predicted using a two-parameter model, where the scouring process is schematized with an equilibrium depth and a time scale. In this study, we demonstrate that a four-parameter model to determine scour time development around monopiles will lead to significant improvements in accuracy of the prediction. The physical interpretation of this is that different primary hydrodynamic forcing mechanisms induce scour during different phases of the scouring process. The first, rapid phase of development, is associated with large amplification of the flow around the pile due to obstruction which leads to quick scouring. The second, slow phase of development is associated with a more steady horseshoe vortex and influence of the scour hole on the mean flow field which lead to slower development of the scour depth. In this study, we make use of various different datasets existing in literature to demonstrate that the overall time-evolution of scour fits significantly better when assuming that there are two development phases, each with their own distinct timescales. The results of this study may be particularly interesting for temporary structures, where an accurate prediction of time development in the first rapid phase is required.
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
水流作用下单桩冲刷时间发展的多尺度方法
冲刷时间的发展传统上是使用双参数模型来预测的,其中冲刷过程是用平衡深度和时间尺度来描述的。在这项研究中,我们证明了一个四参数模型来确定单桩周围冲刷时间的发展将导致预测精度的显着提高。对这一现象的物理解释是,在冲刷过程的不同阶段,不同的初级水动力强迫机制诱发冲刷。第一个是快速发展阶段,由于障碍物的存在,桩周围的水流会大幅放大,从而导致快速冲刷。第二个缓慢发展阶段与较为稳定的马蹄形涡和冲刷孔对平均流场的影响有关,导致冲刷深度发展较慢。在本研究中,我们利用文献中存在的各种不同的数据集来证明,当假设有两个发展阶段,每个阶段都有自己不同的时间尺度时,冲刷的整体时间演化拟合得更好。这项研究的结果可能对临时结构特别有趣,在临时结构中需要对第一快速阶段的时间发展进行准确的预测。
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 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
Dynamic response of a floating offshore wind turbine under multi-stage typhoon conditions: A case study of super typhoon In-Fa Impact of wave focusing and transverse sloshing on the wave energy harvesting of an oscillating water column (OWC) in a wave flume A 1D-CNN deep learning framework for seismic collapse prediction of jacket offshore platforms with Bayesian neural architecture search Numerical study on the collision process between a framed plate structure and an iceberg considering structural response and fluid effects Experimental investigation of cavitation cloud evolution and erosion characteristics on concave targets
×
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:604180095
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