Numerical Study of the Dynamics and Structure of a Partial Dam-Break Flow Using the VOF Method

被引:0
|
作者
Alireza Khoshkonesh
Blaise Nsom
Farhad Bahmanpouri
Fariba Ahmadi Dehrashid
Atefeh Adeli
机构
[1] Bu-Ali Sina University,Department of Water Engineering
[2] Université de Bretagne Occidentale,Civil, Architectural and Environmental Engineering Department (DICEA)
[3] IRDL/UBO UMR CNRS 6027,Department of Water Science and Engineering, Faculty of Agriculture
[4] University of Naples Federico II (UNINA),undefined
[5] Bu-Ali Sina University,undefined
[6] Shahid Chamran University of Ahvaz (SCU),undefined
来源
关键词
Partial dam-break; Opening width; VOF; LES; CFD;
D O I
暂无
中图分类号
学科分类号
摘要
This paper aims to evaluate the effects of the opening width of a dam site on the evolution of partial dam-break waves over a fixed dry bed. The volume of fluid (VOF) method was used to scrutinize the propagation of the dam-break free surface. The model was validated using experimental data provided in the literature. At the same time, a sensitivity analysis was conducted on the size of the mesh cells and the turbulence model. However, the large eddy simulation (LES) method showed the highest accuracy among all the models. The results affirmed the crucial role of the opening width of the dam site in the flow characteristics. In this direction, diminishing the opening width results in a reduction of the wave-front travel distance, free surface gradient within the reservoir, outflow discharge values, damping the outflow hydrographs and decreasing the Froude number values at the dam site. Conversely, this leads to an increase in the air bubbles entrained within the wave and results in energy dissipation across the downstream channel.
引用
收藏
页码:1513 / 1528
页数:15
相关论文
共 50 条
  • [21] Dam-Break Flow on Mobile Bed Through an Idealized City: Numerical Study
    Alibek Issakhov
    Aliya Borsikbayeva
    Assylbek Issakhov
    Water Resources Management, 2022, 36 : 4425 - 4446
  • [22] A NUMERICAL STUDY OF DAM-BREAK FLOW AND SEDIMENT TRANSPORT FROM A QUAKE LAKE
    Lin, Pengzhi
    Wu, Yinna
    Bai, Junli
    Lin, Quanhong
    JOURNAL OF EARTHQUAKE AND TSUNAMI, 2011, 5 (05) : 401 - 428
  • [23] The effect of thixotropy on dam-break flow: a numerical study by smoothed particle hydrodynamics
    Vahabi, M.
    JOURNAL OF THE BRAZILIAN SOCIETY OF MECHANICAL SCIENCES AND ENGINEERING, 2021, 43 (11)
  • [24] Numerical study on effects of building groups on dam-break flow in urban areas
    Jeong, Woochang
    Yoon, Jae-Seon
    Cho, Yong-Sik
    JOURNAL OF HYDRO-ENVIRONMENT RESEARCH, 2012, 6 (02) : 91 - 99
  • [25] DAM-BREAK SOLUTIONS FOR A PARTIAL BREACH
    GOZALI, S
    HUNT, B
    JOURNAL OF HYDRAULIC RESEARCH, 1993, 31 (02) : 205 - 214
  • [26] Numerical modelling of 2-dimensional dam-break flow
    Laasonen, JP
    HYDROPOWER '97, 1997, : 459 - 465
  • [27] Numerical simulation of cascaded dam-break flow in downstream reservoir
    Luo, Jing
    Xu, Weilin
    Tian, Zhong
    Chen, Huayong
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-WATER MANAGEMENT, 2019, 172 (02) : 55 - 67
  • [28] Numerical Simulation of Dam-Break Problem Using Staggered Finite Volume Method
    Budiasih, L. K.
    Wiryanto, L. H.
    PROCEEDINGS OF THE 7TH SEAMS UGM INTERNATIONAL CONFERENCE ON MATHEMATICS AND ITS APPLICATIONS 2015: ENHANCING THE ROLE OF MATHEMATICS IN INTERDISCIPLINARY RESEARCH, 2016, 1707
  • [29] Numerical simulation of dam-break flow impacting a stationary obstacle by a CLSVOF/IB method
    Yu, C. H.
    Wen, H. L.
    Gu, Z. H.
    An, R. D.
    COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2019, 79
  • [30] Dam-break flow dynamics over a stepped channel with vegetation
    Khoshkonesh A.
    Daliri M.
    Riaz K.
    Dehrashid F.A.
    Bahmanpouri F.
    Di Francesco S.
    Journal of Hydrology, 2022, 613