Higher-order turbulence around simple and complex piers using Particle Image Velocimetry

IF 1.1 4区 工程技术 Q3 ENGINEERING, CIVIL Proceedings of the Institution of Civil Engineers-Water Management Pub Date : 2023-02-16 DOI:10.1680/jwama.22.00017
Priyanka Gautam, T. Eldho, B. S. Mazumder, M. Behera
{"title":"Higher-order turbulence around simple and complex piers using Particle Image Velocimetry","authors":"Priyanka Gautam, T. Eldho, B. S. Mazumder, M. Behera","doi":"10.1680/jwama.22.00017","DOIUrl":null,"url":null,"abstract":"The objective of this study is to explore the higher-order turbulence statistics of flow and turbulent length scales around a complex pier (CP) and compare the results with that of a simple pier (SP). The velocity data were recorded in a laboratory flume using Particle Image Velocimetry (PIV). The PIV data were analyzed to estimate the velocity fluctuations of third-order, turbulence production, and dissipation rates, turbulent length scales and the contributions of burst-sweep events to the total Reynolds shear stress around the piers mounted on a rigid flat surface. The skewness and advection coefficients indicate a more asymmetric distribution of velocity fluctuations for SP than that of CP. The ejection and sweep events illustrate the dominance of similar strengths for an extended period, downstream of the piers. The upstream TKE production was similar for both the piers, while the upstream dissipation rate is higher for CP than SP. The length scales show greater values at the upstream and lower values at the downstream of SP than CP. The findings show the importance of the pile-cap in restricting the downward moving flow by showing a lower magnitude of scour-causing turbulence parameters for CP than SP.","PeriodicalId":54569,"journal":{"name":"Proceedings of the Institution of Civil Engineers-Water Management","volume":"82 1 1","pages":""},"PeriodicalIF":1.1000,"publicationDate":"2023-02-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Proceedings of the Institution of Civil Engineers-Water Management","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1680/jwama.22.00017","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

Abstract

The objective of this study is to explore the higher-order turbulence statistics of flow and turbulent length scales around a complex pier (CP) and compare the results with that of a simple pier (SP). The velocity data were recorded in a laboratory flume using Particle Image Velocimetry (PIV). The PIV data were analyzed to estimate the velocity fluctuations of third-order, turbulence production, and dissipation rates, turbulent length scales and the contributions of burst-sweep events to the total Reynolds shear stress around the piers mounted on a rigid flat surface. The skewness and advection coefficients indicate a more asymmetric distribution of velocity fluctuations for SP than that of CP. The ejection and sweep events illustrate the dominance of similar strengths for an extended period, downstream of the piers. The upstream TKE production was similar for both the piers, while the upstream dissipation rate is higher for CP than SP. The length scales show greater values at the upstream and lower values at the downstream of SP than CP. The findings show the importance of the pile-cap in restricting the downward moving flow by showing a lower magnitude of scour-causing turbulence parameters for CP than SP.
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
用粒子图像测速法测量简单和复杂桥墩周围的高阶湍流
本研究的目的是探索复杂桥墩(CP)周围流动和湍流长度尺度的高阶湍流统计,并将结果与简单桥墩(SP)的结果进行比较。流速数据是用粒子图像测速仪(PIV)在实验室水槽中记录的。分析了PIV数据,以估计三阶速度波动、湍流产生和耗散率、湍流长度尺度以及突发横扫事件对刚性平面上桥墩周围总雷诺剪应力的贡献。偏度和平流系数表明,与CP相比,SP的速度波动分布更不对称。抛射和扫掠事件表明,在桥墩下游,相似强度在较长一段时间内占主导地位。两个桥墩的上游TKE产量相似,而上游耗散率CP比SP高。长度尺度上,SP比CP上游值大,下游值小。研究结果表明,通过显示CP比SP更小的引起冲流的湍流参数,表明桩帽在限制向下移动的流动方面的重要性。
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
CiteScore
2.10
自引率
0.00%
发文量
28
审稿时长
6-12 weeks
期刊介绍: Water Management publishes papers on all aspects of water treatment, water supply, river, wetland and catchment management, inland waterways and urban regeneration. Topics covered: applied fluid dynamics and water (including supply, treatment and sewerage) and river engineering; together with the increasingly important fields of wetland and catchment management, groundwater and contaminated land, waterfront development and urban regeneration. The scope also covers hydroinformatics tools, risk and uncertainty methods, as well as environmental, social and economic issues relating to sustainable development.
期刊最新文献
Experimental and numerical investigation of rectangular Labyrinth weirs in open channel Cross-sectional geometrical characteristic for the bends along the lower Jingjiang reach Impacts of the flexible net on riverbed evolution in degrading channels Performance comparison of deep learning models to extract silt storage dams in remote sensing images to prevent water loss and soil erosion Research on stage-discharge relationship model based on random forest algorithm
×
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:481959085
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