用直接数值模拟表征沟道流动的粗糙度

IF 2.1 3区 工程技术 Q2 ENGINEERING, CIVIL
Akshay Patil, Oliver Fringer
{"title":"用直接数值模拟表征沟道流动的粗糙度","authors":"Akshay Patil, Oliver Fringer","doi":"10.1061/jhend8.hyeng-13666","DOIUrl":null,"url":null,"abstract":": Turbulent flows over bumpy walls are ubiquitous and pose a fundamental challenge to various engineering applications such as coastal boundary layers, drag on ships, hydraulic conveyance networks, and bluff body aerodynamics, to name a few. In this study, we used direct numerical simulations (DNS) along with a direct-forcing immersed boundary method (IBM) to understand the connection between the roughness geometry and the mean flow drag. A bumpy wall was constructed using an array of randomly oriented ellipsoids characterized by the Corey shape factor ( C o ). We found that our results exactly validated the experimental studies by Nikuradse for sand-grain type roughness ( C o ¼ 1 . 0 ). Additionally, we observed that the mean flow drag increased for decreasing C o through an increase in the form-drag contribution and a decrease in the viscous drag. We also developed a relationship between the statistics of the bottom height distribution and the roughness parameter ( z 0 ) that may help explain the spread observed in the drag coefficient predicted when using conventional tools such as the Moody diagram. DOI: 10.1061/JHEND8.HYENG-13666. This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.","PeriodicalId":16046,"journal":{"name":"Journal of Hydraulic Engineering","volume":"134 ","pages":"0"},"PeriodicalIF":2.1000,"publicationDate":"2023-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Characterizing the Roughness in Channel Flows Using Direct Numerical Simulations\",\"authors\":\"Akshay Patil, Oliver Fringer\",\"doi\":\"10.1061/jhend8.hyeng-13666\",\"DOIUrl\":null,\"url\":null,\"abstract\":\": Turbulent flows over bumpy walls are ubiquitous and pose a fundamental challenge to various engineering applications such as coastal boundary layers, drag on ships, hydraulic conveyance networks, and bluff body aerodynamics, to name a few. In this study, we used direct numerical simulations (DNS) along with a direct-forcing immersed boundary method (IBM) to understand the connection between the roughness geometry and the mean flow drag. A bumpy wall was constructed using an array of randomly oriented ellipsoids characterized by the Corey shape factor ( C o ). We found that our results exactly validated the experimental studies by Nikuradse for sand-grain type roughness ( C o ¼ 1 . 0 ). Additionally, we observed that the mean flow drag increased for decreasing C o through an increase in the form-drag contribution and a decrease in the viscous drag. We also developed a relationship between the statistics of the bottom height distribution and the roughness parameter ( z 0 ) that may help explain the spread observed in the drag coefficient predicted when using conventional tools such as the Moody diagram. DOI: 10.1061/JHEND8.HYENG-13666. This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.\",\"PeriodicalId\":16046,\"journal\":{\"name\":\"Journal of Hydraulic Engineering\",\"volume\":\"134 \",\"pages\":\"0\"},\"PeriodicalIF\":2.1000,\"publicationDate\":\"2023-11-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Hydraulic Engineering\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/jhend8.hyeng-13666\",\"RegionNum\":3,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Hydraulic Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/jhend8.hyeng-13666","RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 0

摘要

本文章由计算机程序翻译,如有差异,请以英文原文为准。
Characterizing the Roughness in Channel Flows Using Direct Numerical Simulations
: Turbulent flows over bumpy walls are ubiquitous and pose a fundamental challenge to various engineering applications such as coastal boundary layers, drag on ships, hydraulic conveyance networks, and bluff body aerodynamics, to name a few. In this study, we used direct numerical simulations (DNS) along with a direct-forcing immersed boundary method (IBM) to understand the connection between the roughness geometry and the mean flow drag. A bumpy wall was constructed using an array of randomly oriented ellipsoids characterized by the Corey shape factor ( C o ). We found that our results exactly validated the experimental studies by Nikuradse for sand-grain type roughness ( C o ¼ 1 . 0 ). Additionally, we observed that the mean flow drag increased for decreasing C o through an increase in the form-drag contribution and a decrease in the viscous drag. We also developed a relationship between the statistics of the bottom height distribution and the roughness parameter ( z 0 ) that may help explain the spread observed in the drag coefficient predicted when using conventional tools such as the Moody diagram. DOI: 10.1061/JHEND8.HYENG-13666. This work is made available under the terms of the Creative Commons Attribution 4.0 International license, https://creativecommons.org/licenses/by/4.0/.
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
Journal of Hydraulic Engineering
Journal of Hydraulic Engineering 工程技术-工程:机械
CiteScore
5.10
自引率
8.30%
发文量
0
审稿时长
10 months
期刊介绍: The Journal of Hydraulic Engineering accepts original contributions that describe the analysis and solutions of problems in hydraulic engineering. Technical Notes may present a problem, without solution, of common interest. Topics range from flows in closed conduits to free-surface flows (canals, rivers, lakes, and estuaries) to environmental fluid dynamics. Topics include transport processes involving fluids (multiphase flows) such as sediment and contaminant transport, and heat and gas transfers. Emphasis is placed on the presentation of concepts, methods, techniques, and results that advance knowledge and/or are suitable for general application in the hydraulic engineering profession.
×
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:481959085
Book学术官方微信