• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2011년 춘계학술대회논문집
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• pp.54-57
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• 2011

In this paper we present an algorithm about how to simulate two dimensional dam breaking with lattice Boltzmann method (LBM). LBM considers a typical volume element of fluid to be composed of a collection of particles that represented by a particle velocity distribution function for each fluid component at each grid point. We use the modified Lattice Boltzmann Method for incompressible fluid. This paper will represent detailed information on single phase flow which considers only the water instead of both air and water. Interface treatment and conservation of mass are the most important things in simulating free surface where the Interface is treated by mass exchange with the water region. We consider the surface tension on the interface and also bounce back boundary condition for the treatment of solid obstacles. We will compare the results of the simulation with some methods and experimental results.

• 한국전산구조공학회논문집
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• 제23권6호
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• pp.675-682
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• 2010

The flood impact pressure acting on a vertical wall resulting from a dam-breaking problem is simulated using a navier-Stokes(N-S) solver. The N-S solver uses Eulerian Finite Volume Method(FVM) along with Volume Of Fluid(VOF) method for 2-D incompressible free surface flows. A Split Lagrangian Advection(SLA) scheme for VOF method is implemented in this paper. The SLA scheme is developed based on an algorithm of Piecewise Linear Interface Calculation(PLIC). The coupling between the continuity and momentum equations is affected by using a well-known Semi-Implicit Method for Pressure-Linked Equations (SIMPLE) algorithm. Several two-dimensional numerical simulations of the dam-breaking problem are presented to validate the accuracy and demonstrate the capability of the present algorithm. The significance of the time step and grid resolution are also discussed. The computational results are compared with experimental data and with computations by other numerical methods. The results showed a favorable agreement of water impact pressure as well as the global fluid motion.

• 대한토목학회논문집
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• 제31권4B호
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• pp.333-341
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• 2011

본 연구에서는 RANS를 지배방정식으로 하는 3치원 수치모의를 이용하여 댐 붕괴로 인한 3차원적인 흐름 특징이 지배하는 댐 직하류에서 댐 붕괴파의 전파 현상, 특히 홍수파의 비정상성과 불연속성, 홍수파와 그 빈사파의 영향, 상류 및 사류 흐름의 혼재, 마른 하도에서의 전파, 이동상 수로에서의 전파와 같은 복잡한 현상을 포함하는 홍수파의 전파를 해석하였다. 부분 댐 붕괴로 인한 홍수파의 전파 해석과 90${\circ}$ 만곡을 가지는 실험수로에서의 홍수파 전파 해석에서는, 2차원 천수방정식을 지배방정식으로 사용하는 수치모의의 한계점으로 지적되었던 댐 붕괴 지점에서의 급격한 수위 변화와 저수지에서의 수위 진동 현상을 제대로 모의할 수 있었다. 또한 댐을 경계로 상류와 하류의 지형이 평행하거나 상류가 높은 또는 하류가 높은 계단형의 이동상 수로에서의 홍수파의 전파 및 하상변동을 성공적으로 모의할 수 있었다.

• 한국항해항만학회지
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• 제28권9호
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• pp.809-813
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• 2004

Experiments revealed that green water phenomena resemble dam-break, in which flow over deck edge forms a vertical wall of water and suddenly falls down into deck. In this paper the dam breaking problems were formulated using Glimm's algorithm, so-rolled, Random Choice method and, several validations were presented.

• International Journal of Naval Architecture and Ocean Engineering
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• 제9권4호
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• pp.390-403
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• 2017

Smoothed Particle Hydrodynamics (SPH) method has a good adaptability for the simulation of free surface flow problems. There are two forms of SPH. One is weak compressible SPH and the other one is incompressible SPH (ISPH). Compared with the former one, ISPH method performs better in many cases. ISPH based on Rankine source solution can perform better than traditional ISPH, as it can use larger stepping length by avoiding the second order derivative in pressure Poisson equation. However, ISPH_R method needs to solve the sparse linear matrix for pressure Poisson equation, which is one of the most expensive parts during one time stepping calculation. Iterative methods are normally used for solving Poisson equation with large particle numbers. However, there are many iterative methods available and the question for using which one is still open. In this paper, three iterative methods, CGS, Bi-CGstab and GMRES are compared, which are suitable and typical for large unsymmetrical sparse matrix solutions. According to the numerical tests on different cases, still water test, dam breaking, violent tank sloshing, solitary wave slamming, the GMRES method is more efficient than CGS and Bi-CGstab for ISPH method.

• 한국전산유체공학회지
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• 제15권1호
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• pp.71-80
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• 2010

The violent free-surface motions and the corresponding impact loads are numerically simulated by using the Moving Particle Semi-implicit (MPS) method, which was originally proposed by Koshizuka and Oka (1996) for incompressible flows. In the original MPS method, there were several shortcoming including non-optimal source term, gradient and collision models, and search of free-surface particles, which led to less-accurate fluid motions and non-physical pressure fluctuations. In the present study, how those defects can be remedied is illustrated by step-by-step improvements in respective processes of the revised MPS method. The improvement of each step is explained and numerically demonstrated. The numerical results are also compared with the experimental results of Martin and Moyce (1952) for dam-breaking problem. The current numerical results for violent free-surface motions and impact pressures are in good agreement with their experimental data.

• 한국측량학회지
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• 제19권3호
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• pp.211-217
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• 2001

춘천시는 여러 가지 자연재해 중 홍수로 인한 댐의 붕괴 시 상당한 피해를 입을 것으로 예상되는 지역이다. 그렇다면 피해를 최소로 하는 방법은 무엇이 있겠는가\ulcorner 많은 방법이 있겠지만 댐이 붕괴되기 전 대피하는 것이 가장 좋은 방법이 될 것이다. 그러면 몇 시간 전에 대피를 해야 하고 어떤 도구로 대피해야 인명의 피해를 최소로 할 수 있을 것인가\ulcorner 또한 어떤 방법으로 시간을 산정 할 수 있을 것인가\ulcorner 이 연구에서는 이러한 의문을 ARC/INFO 기반의 GIS 기능인 버퍼링, 중첩, 네트워크를 이용하여 춘천시 외곽으로 대피할 수 있는 6개의 노선을 선정하였고, 각 노선의 교통량을 계산하여 위험 분산을 위한 시간을 예측해 보았다.

• 한국해양환경ㆍ에너지학회지
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• 제16권4호
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• pp.255-262
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• 2013

본 연구에서는 연속체 이론을 배경으로 하며 일반적으로 많이 사용되는 Navire-Stokes방정식이 아닌 입자의 확률분포를 배경으로 하는 Boltzmann 방정식을 이용하여 자유수면을 포함하는 유동을 해석하는 전산시뮬레이션 코드를 개발하였다. 댐 붕괴시뮬레이션에 적용하여 코드의 검증을 수행하였으며, 기존의 실험 및 계산결과와 비교함과 동시에 격자볼츠만 시뮬레이션의 특성을 분석하였다. 공학적 응용을 위해서 임의 형상의 물체가 존재시에 자유수면 시뮬레이션도 수행하였다.

• 한국기계가공학회지
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• 제16권3호
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• pp.94-99
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• 2017

The buoy of the wave energy converter moves by direct contact with the fluid. In order to design a buoy by using the numerical method, it is necessary to analyze not only the contact with the fluid but also the exact behavior of the fluid. In this paper, differences between weakly compressible smoothed particle hydrodynamics (WCSPH) and incompressible smoothed particle hydrodynamics (ISPH) are compared and analyzed for two-dimensional dam breaking simulation. ABAQUS, which is a commercial analysis program, is used for WCSPH analysis. A laboratory code is developed for ISPH analysis. The surface shape, the velocity, and the pressure pattern of the fluid are compared. The results of the laboratory code show the similar tendencies with those of ABAQUS, and there is a little difference in the pressure result.

• 대한조선학회논문집
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• 제44권4호
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• pp.398-407
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• 2007

A smoothed particle hydrodynamics (SPH) method is applied for simulating two-dimensional free-surface problems. The SPH method based on the Lagrangian formulation provides realistic flow motions with violent surface deformation, fragmentation and reunification. In this study, the effect of computational parameters in SPH simulation is explored through two-dimensional dam-breaking and sloshing problem. The parameters to be considered are the speed of sound, the frequency of density re-initialization, the number of particle and smoothing length. Through a series of numerical test. detailed information was obtained about how SPH solution can be more stabilized and improved by adjusting computational parameters. Finally, some numerical simulations for various fluid flow problem were carried out based on the parameters chosen through the sensitivity study.