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检索条件"主题词=PISO algorithm"
23 条 记 录,以下是1-10 订阅
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Numerical simulation of the movement of the water surface with macroscopic particles during a partial dam break for various complex reliefs
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SIMULATION-TRANSACTIONS OF THE SOCIETY FOR MODELING AND SIMULATION INTERNATIONAL 2025年 第1期101卷 13-28页
作者: Issakhov, Alibek Abylkassymova, Aizhan Minnullina, Saniya Kazakh British Tech Univ Alma Ata 050000 Kazakhstan Al Farabi kazakh Natl Univ Almatyt Kazakhstan Int Informat Technol Univ Alma Ata Kazakhstan
In this paper, it was considered a numerical simulation of the water surface movement during the partial collapse of the destruction of a dam with complex terrain. The numerical simulations took into account debris af... 详细信息
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Determination of the flooding zone during a dam break in a channel with a bend in the presence of several obstacles by the VOF method
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Journal of Mountain Science 2024年 第11期21卷 3754-3766页
作者: Alibek ISSAKHOV Zhansaya RAKHYMZHANOVA Aizhan ABYLKASSYMOVA Kazakh British Technical University Almaty 050000Republic of Kazakhstan International Information Technology University AlmatyRepublic of Kazakhstan al-Farabi Kazakh National University Almaty 050040Republic of Kazakhstan
This paper aims to investigate a dam break in a channel with a bend in the presence of several *** accurately determine the flood zones,it is necessary to take into account many factors such as terrain,reservoir *** m... 详细信息
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A piso-like algorithm to simulate superfluid helium flow with the two-fluid model
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COMPUTER PHYSICS COMMUNICATIONS 2015年 187卷 20-28页
作者: Soulaine, Cyprien Quintard, Michel Allain, Herve Baudouy, Bertrand Van Weelderen, Rob Univ Toulouse INPT UPS IMFT F-31400 Toulouse France CNRS IMFT F-31400 Toulouse France CERN TE CRG CH-1211 Geneva 23 Switzerland CEA Saclay Irfu SACM F-91191 Gif Sur Yvette France
This paper presents a segregated algorithm to solve numerically the superfluid helium (He II) equations using the two-fluid model. In order to validate the resulting code and illustrate its potential, different simula... 详细信息
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Numerical study of dam-break fluid flow using volume of fluid (VOF) methods for different angles of inclined planes
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SIMULATION-TRANSACTIONS OF THE SOCIETY FOR MODELING AND SIMULATION INTERNATIONAL 2021年 第11期97卷 717-737页
作者: Issakhov, Alibek Zhandaulet, Yeldos Al Farabi Kazakh Natl Univ Dept Math & Comp Modelling Alma Ata Kazakhstan Kazakh British Tech Univ Dept Math & Cybernet Alma Ata Kazakhstan
In this paper, the effects of water on obstacles in dam-break flow for different angles of the inclined planes have been numerically examined. The presented computational data are compared with data from the experimen... 详细信息
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Numerical modelling of the water surface movement with macroscopic particles of dam break flow for various obstacles
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JOURNAL OF HYDRAULIC RESEARCH 2021年 第4期59卷 523-544页
作者: Issakhov, Alibek Imanberdiyeva, Medina al Farabi Kazakh Natl Univ Dept Math & Comp Modelling Alma Ata Kazakhstan Kazakh British Tech Univ Dept Math & Cybernet Alma Ata Kazakhstan
In this paper, the movement of the water surface with macroscopic particles during a dam break flow using the volume of fluid (VOF) methods, the discrete phase model (DPM) and macroscopic particle model (MPM) models w... 详细信息
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Numerical Simulation of Dam Break Waves on Movable Beds for Various Forms of the Obstacle by VOF Method
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WATER RESOURCES MANAGEMENT 2020年 第8期34卷 2269-2289页
作者: Issakhov, Alibek Zhandaulet, Yeldos Al Farabi Kazakh Natl Univ Alma Ata Kazakhstan Kazakh British Tech Univ Alma Ata Kazakhstan
This paper considered the problem of numerical simulation of an incompressible dam break flow consisting of three phases. The movement of the water free surface was carried out using the Newtonian fluid model, and the... 详细信息
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Numerical study of dam break waves on movable beds for various forms of the obstacle by VOF method
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OCEAN ENGINEERING 2020年 209卷 107459-107459页
作者: Issakhov, Alibek Zhandaulet, Yeldos Al Farabi Kazakh Natl Univ Alma Ata Kazakhstan Kazakh British Tech Univ Alma Ata Kazakhstan
This paper considered the problem of numerical simulation of an incompressible dam break flow consisting of three phases. The movement of the water free surface is performed using the Newtonian fluid model, and the mu... 详细信息
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Numerical Study of Dam Break Waves on Movable Beds for Complex Terrain by Volume of Fluid Method
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WATER RESOURCES MANAGEMENT 2020年 第2期34卷 463-480页
作者: Issakhov, Alibek Zhandaulet, Yeldos Al Farabi Kazakh Natl Univ Alma Ata Kazakhstan Kazakh British Tech Univ Alma Ata Kazakhstan
In this study, a method based on the Navier-Stokes equation was developed to simulate the dam break flow. The free surface movement of water is carried out using the Newtonian fluid model, and the mud impurity movemen... 详细信息
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Numerical study of the Bingham fluid flow in a cylindrical enclosure with exact Bingham model
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JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING 2020年 第4期42卷 1-15页
作者: Jahromi, H. R. Askarifard Raisi, A. Ghasemi, B. Nadooshan, A. Ahamadi Shahrekord Univ Fac Engn POB 115 Shahrekord Iran
In the present paper, the non-iterative piso algorithm and finite volume method are employed to solve the exact Bingham fluid flow. The OpenFOAM solver, i.e., icoFoam, is modified to achieve this goal. The accuracy of... 详细信息
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Numerical simulation of the movement of water surface of dam break flow by VOF methods for various obstacles
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INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER 2019年 136卷 1030-1051页
作者: Issakhov, Alibek Imanberdiyeva, Medina Al Farabi Kazakh Natl Univ Av Al Farabi 71 Alma Ata 050040 Kazakhstan
In this paper, the movement of the water surface is numerically simulated when a dam is broken by the volume of fluid (VOF) method. The mathematical model is based on the Navier-Stokes equations and uses the LES turbu... 详细信息
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