{"title":"平面上旋涡与埋置圆柱相互作用的数值模拟","authors":"M. Aköz, O. Şimşek, N. G. Soydan","doi":"10.18400/TEKDERG.432310","DOIUrl":null,"url":null,"abstract":"Turbulent flow characteristics around a partially buried horizontal circular cylinder are investigated numerically for the burial ratio of B/D =0.50. The governing equations are numerically solved using ANSYS-Fluent for the flows having the same conditions with the experiments related to measurements of velocity field by Particle Image Velocimetry for Reynolds numbers based on the cylinder diameter, in the ranges of 1000 ≤ Re D ≤ 7000 . Standard k - e , Renormalization-group k - e , Realizable k - e , Modified k - ω , Shear Stress Transport k - w and Reynolds Stress turbulence models are employed. Experimental validations of the numerical results show that Shear Stress Transport k - w model provides better predictions for the kinematic properties of the t urbulent flow than the other turbulence models used herein. Force coefficients also predicted numerically at Reynolds numbers in the ranges of 1000 £ Re D £ 7000 for the burial ratio, B/D =0, 0.25 and 0.5.","PeriodicalId":49442,"journal":{"name":"Teknik Dergi","volume":null,"pages":null},"PeriodicalIF":0.8000,"publicationDate":"2019-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"4","resultStr":"{\"title\":\"Numerical Modeling of Interaction of Vortical Flow with a Buried Circular Cylinder on a Plane Surface\",\"authors\":\"M. Aköz, O. Şimşek, N. G. Soydan\",\"doi\":\"10.18400/TEKDERG.432310\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Turbulent flow characteristics around a partially buried horizontal circular cylinder are investigated numerically for the burial ratio of B/D =0.50. The governing equations are numerically solved using ANSYS-Fluent for the flows having the same conditions with the experiments related to measurements of velocity field by Particle Image Velocimetry for Reynolds numbers based on the cylinder diameter, in the ranges of 1000 ≤ Re D ≤ 7000 . Standard k - e , Renormalization-group k - e , Realizable k - e , Modified k - ω , Shear Stress Transport k - w and Reynolds Stress turbulence models are employed. Experimental validations of the numerical results show that Shear Stress Transport k - w model provides better predictions for the kinematic properties of the t urbulent flow than the other turbulence models used herein. Force coefficients also predicted numerically at Reynolds numbers in the ranges of 1000 £ Re D £ 7000 for the burial ratio, B/D =0, 0.25 and 0.5.\",\"PeriodicalId\":49442,\"journal\":{\"name\":\"Teknik Dergi\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.8000,\"publicationDate\":\"2019-11-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"4\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Teknik Dergi\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.18400/TEKDERG.432310\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q4\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Teknik Dergi","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.18400/TEKDERG.432310","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Numerical Modeling of Interaction of Vortical Flow with a Buried Circular Cylinder on a Plane Surface
Turbulent flow characteristics around a partially buried horizontal circular cylinder are investigated numerically for the burial ratio of B/D =0.50. The governing equations are numerically solved using ANSYS-Fluent for the flows having the same conditions with the experiments related to measurements of velocity field by Particle Image Velocimetry for Reynolds numbers based on the cylinder diameter, in the ranges of 1000 ≤ Re D ≤ 7000 . Standard k - e , Renormalization-group k - e , Realizable k - e , Modified k - ω , Shear Stress Transport k - w and Reynolds Stress turbulence models are employed. Experimental validations of the numerical results show that Shear Stress Transport k - w model provides better predictions for the kinematic properties of the t urbulent flow than the other turbulence models used herein. Force coefficients also predicted numerically at Reynolds numbers in the ranges of 1000 £ Re D £ 7000 for the burial ratio, B/D =0, 0.25 and 0.5.
期刊介绍:
The scope of Teknik Dergi is naturally confined with the subjects falling in the area of civil engineering. However, the area of civil engineering has recently been significantly enlarged, even the definition of civil engineering has somewhat changed.
Half a century ago, engineering was simply defined as “the art of using and converting the natural resources for the benefit of the mankind”. Today, the same objective is expected to be realised (i) by complying with the desire and expectations of the people concerned and (ii) without wasting the resources and within the sustainability principles. This change has required an interaction between engineering and social and administrative sciences. Some subjects at the borderline between civil engineering and social and administrative sciences have consequently been included in the area of civil engineering.
Teknik Dergi defines its scope in line with this understanding. However, it requires the papers falling in the borderline to have a significant component of civil engineering.