{"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}
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/.
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.