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    Importance of Initial Particle Distribution in Modeling Dam Break Analysis with SPH

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    https://www.riss.kr/link?id=A108395272

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    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    Smoothed-Particle Hydrodynamics (SPH) has drawn a great deal of attention in recent years to model various phenomena in engineering and science. SPH is a Lagrangian model in which moving particles represent the fluid body during simulation. Therefore, the initial distribution of particles may affect the model results along with the simulation, and a good initial condition can minimize numerical errors or increase the computational efficiency. Since SPH model particle distributions need a flow pattern, the dam break flow as a classic benchmark SPH problem is selected in this study, and the best initial particle distribution for this case has to be found. Different results, including the mean density of particles, hydrostatic and dynamic pressures and surge front position, are considered the main model results for the adequacy of different initial particle distributions to be discussed. All models are verified at first by simulating different test cases and comparing the results with analytical and experimental data. Acceptable agreements between these data show the model's capability in well predicting the dam break flows. Then, the effects of initial particle distribution on the results are investigated by considering five different particle distributions. For this purpose, Body-Centered Cubic (BCC), Simple Cubic (SC), Greedy, Voronoi Tessellation and Fibonacci algorithms for particle distributions have been modeled. To get reliable conclusions, these distributions have been utilized in models with different kernel functions as well as with different particle spacings. Based on the results, irregular arrangements such as Greedy distribution perform better than regular SC and BCC distributions in modeling dam-break flow. In addition, both Voronoi and Fibonacci distributions perform almost the same with a moderate level of accuracy. Regarding mentioned arrangements, the main outcome of this study, is that the initial particle distribution is an important issue in SPH models, which clearly affects the results.
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    Smoothed-Particle Hydrodynamics (SPH) has drawn a great deal of attention in recent years to model various phenomena in engineering and science. SPH is a Lagrangian model in which moving particles represent the fluid body during simulation. Therefore,...

    Smoothed-Particle Hydrodynamics (SPH) has drawn a great deal of attention in recent years to model various phenomena in engineering and science. SPH is a Lagrangian model in which moving particles represent the fluid body during simulation. Therefore, the initial distribution of particles may affect the model results along with the simulation, and a good initial condition can minimize numerical errors or increase the computational efficiency. Since SPH model particle distributions need a flow pattern, the dam break flow as a classic benchmark SPH problem is selected in this study, and the best initial particle distribution for this case has to be found. Different results, including the mean density of particles, hydrostatic and dynamic pressures and surge front position, are considered the main model results for the adequacy of different initial particle distributions to be discussed. All models are verified at first by simulating different test cases and comparing the results with analytical and experimental data. Acceptable agreements between these data show the model's capability in well predicting the dam break flows. Then, the effects of initial particle distribution on the results are investigated by considering five different particle distributions. For this purpose, Body-Centered Cubic (BCC), Simple Cubic (SC), Greedy, Voronoi Tessellation and Fibonacci algorithms for particle distributions have been modeled. To get reliable conclusions, these distributions have been utilized in models with different kernel functions as well as with different particle spacings. Based on the results, irregular arrangements such as Greedy distribution perform better than regular SC and BCC distributions in modeling dam-break flow. In addition, both Voronoi and Fibonacci distributions perform almost the same with a moderate level of accuracy. Regarding mentioned arrangements, the main outcome of this study, is that the initial particle distribution is an important issue in SPH models, which clearly affects the results.

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    참고문헌 (Reference)

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    2 Akbari H, "Wave force on protected submarine pipelines over porous and impermeable beds using SPH numerical model" 98 : 102118-, 2020

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    4 Hirt CW, "Volume of fluid(VOF)method for the dynamics of free boundaries" 39 (39): 201-225, 1981

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    10 Di Mascio A, "SPH–FV coupling algorithm for solving multi-scale three-dimensional free-surface flows" 115 : 102846-, 2021

    1 Lejeune Dirichlet G, "Über die reduction der positiven quadratischen formen mit drei unbestimmten ganzen Zahlen" 1850 (1850): 209-227, 1850

    2 Akbari H, "Wave force on protected submarine pipelines over porous and impermeable beds using SPH numerical model" 98 : 102118-, 2020

    3 Arth A, "WVTICs - SPH initial conditions for everyone"

    4 Hirt CW, "Volume of fluid(VOF)method for the dynamics of free boundaries" 39 (39): 201-225, 1981

    5 Gesteira MG, "User guide for the SPHysics code"

    6 Gomez-Gesteira M, "State-of-the-art of classical SPH for free-surface flows" 48 (48): 6-27, 2010

    7 Liu GR, "Smoothed particle hydrodynamics: A meshfree particle method"

    8 Monaghan JJ, "Smoothed particle hydrodynamics" 30 (30): 543-574, 1992

    9 Monaghan JJ, "Simulating free surface flows with SPH" 110 (110): 399-406, 1994

    10 Di Mascio A, "SPH–FV coupling algorithm for solving multi-scale three-dimensional free-surface flows" 115 : 102846-, 2021

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    35 Chanson H, "Analytical solution of dam break wave with flow resistance: Application to tsunami surges - UQ espace" Korea Water Resources Association 2005

    36 Fu L, "An optimal particle setup method with centroidal voronoi particle dynamics" 234 : 72-92, 2019

    37 Akbari H, "An improved particle shifting technique for incompressible smoothed particle hydrodynamics methods" 2019

    38 Martin JC, "An experimental study of the collapse of liquid columns on a rigid horizontal plane" 244 (244): 312-324, 1952

    39 Cummins SJ, "An SPH projection method" 152 (152): 584-607, 1999

    40 Xu R, "Accuracy and stability in incompressible SPH(ISPH)based on the projection method and a new approach" 228 (228): 6703-6725, 2009

    41 Vela Vela L, "ALARIC : An algorithm for constructing arbitrarily complex initial density distributions with low particle noise for SPH/SPMHD applications" 224 : 186-197, 2018

    42 Ma QW, "A review on approaches to solving Poisson’s equation in projection-based meshless methods for modelling strongly nonlinear water waves" 2 (2): 279-299, 2016

    43 Lucy LB, "A numerical approach to the testing of the fission hypothesis" 82 : 1013-1024, 1977

    44 Hu C, "A CIP-based method for numerical simulations of violent free-surface flows" 9 : 143-157, 2004

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