• 제목/요약/키워드: Cubic interpolated propagation method

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수정된 CIP방법을 이용한 벽면 충돌 후 액적의 퍼짐 현상에 대한 수치해석 연구 (Numerical Study on Droplet Spread Motion after impingement on the wall using improved CIP method)

  • 손소연;고권현;이성혁;유홍선
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2010년 춘계학술대회논문집
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    • pp.109-114
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    • 2010
  • Interface tracking of two phase is significant to analyze multi-phase phenomena. The VOF(Volume of Fluid) and level set are well known interface tracking method. However, they have limitations to solve compressible flow and incompressible flow at the same time. CIP(Cubic Interpolate Propagation) method is appropriate for considering compressible and incompressible flow at once by solving the governing equation which is divided up into advection and non-advection term. In this article, we analyze the droplet impingement according to various We number using improved CIP method which treats nonlinear term once more comparison with original CIP method. Furthermore, we compare spread radius after droplet impingement on the wall with the experimental data and original CIP original CIP method, and it reduces the mass conservation error which is generated in the numerical analysis comparison with original CIP method.

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수정된 CIP방법을 이용한 벽면 충돌 후 액적의 퍼짐 현상에 대한 수치해석 연구 (NUMERICAL STUDY ON DROPLET SPREAD MOTION AFTER IMPINGEMENT ON THE WALL USING IMPROVED CIP METHOD)

  • 손소연;고권현;이성혁;유홍선
    • 한국전산유체공학회지
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    • 제15권4호
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    • pp.25-31
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    • 2010
  • Interface tracking of two phase is significant to analyze multi-phase phenomena. The VOF(Volume of Fluid) and level set are well known interface tracking method. However, they have limitations to solve compressible flow and incompressible flow at the same time. CIP(Cubic Interpolate Propagation) method is appropriate for considering compressible and incompressible flow at once by solving the governing equation which is divided up into advection and non-advection term. In this article, we analyze the droplet impingement according to various We number using improved CIP method which treats nonlinear term once more comparison with original CIP method. Furthermore, we compare spread radius after droplet impingement on the wall with the experimental data and original CIP method. The result using improved CIP method shows the better result of the experiments, comparison with result of original CIP method, and it reduces the mass conservation error which is generated in the numerical analysis comparison with original CIP method.

CIP 방법을 사용한 해석법 (A NUMERICAL ANALYSIS USING CIP METHOD)

  • 이정희;허남건
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2009년 추계학술대회논문집
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    • pp.211-217
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    • 2009
  • The numerical program has been developed for the purpose of the complicate geometries application using CIP method. The non-staggered, non-orthogonal, and unstructured grid system can be also used for the various geometries in the program. For validating CIP solver, the lid-driven cavity flow and solitary wave propagation flow are carried out. Test results show a good agreement with the verified results. The dynamic solver was used for the behavior of moving body. Interface process between the two solvers is introduced. The research was performed on the flow problem around torpedo and log and the flow problem in a tank in order to analyze the three phase flow problem Although the comparison to the verified results was not quantitatively performed, the trend of the results was reasonable.

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사각 건물 주위의 오염물 확산에 대한 수치해석적 연구 (Simulations of Pollutant Dispersion over Rectangular Building)

  • 홍보영;박찬국
    • 한국전산유체공학회지
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    • 제6권4호
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    • pp.1-7
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    • 2001
  • Wind flow perturbations, recirculations and turbulence generated by buildings often dominate air pollutant distributions around buildings. This paper describes dispersion of contaminants in the vicinity of a building by solving the concentration equation based on previously simulated wind flow field. Turbulence closure is achieved by using the standard k-ε two-equation model. The paper shows application of the CIP method for solving a species concentration equation of contaminant gas around a rectangular building for two different sources under conditions of neutral atmospheric stratification. Results have been compared to the experimental data and the previous numerical results by hybrid scheme. The computational results of concentration profiles by the CIP method agree well with experimental data.

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자기 접속 프로세스에 대한 볼륨 입자 거동에 대한 수치해석 연구 (Numerical Analysis of Fusible Filler Behavior for Self-Interconnection Process)

  • 권혁록;이정희;김종민;이성혁
    • 대한용접접합학회:학술대회논문집
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    • 대한용접접합학회 2006년 추계학술발표대회 개요집
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    • pp.178-180
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    • 2006
  • The present article aims to develop a numerical method for numerical analysis of fusible filler behavior for self-interconnection process. The CIP(Cubic Interpolated Propagation) method is used for determination of interfaces and the CSF(Continuum Surface Force) model is adopted for evaluation of curvature. To validate these models, first, the present study performs the numerical simulation for a droplet formation and it simulates the interactions among fusible fillers inside resin under the operating condition. As a result, similar tendency is found compared to the experimental observation. This study would be a first step towards finding the optimum condition for self-interconnection process.

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슬로싱 해석을 위한 CCUP 기반 시뮬레이션 기술 개발 (DEVELOPMENT OF A NUMERICAL SIMULATION METHOD FOR THE ANALYSIS OF SLOSHING PROBLEMS BASED ON CCUP SCHEME)

  • 박종천;황성철;정세민
    • 한국전산유체공학회지
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    • 제16권2호
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    • pp.1-10
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    • 2011
  • A new computational program, which is based on the CIP/CCUP(Constraint Interpolation Profile/CIP Combined Unified Procedure) method, has been developed to numerically analyse sloshing phenomena dealt as multiphase-flow problems. For the convection terms of Navier-Stokes equations, the RCIP(Rational function CIP) method was adopted and the THINC-WLIC(Tangent of Hyperbola for Interface Capturing-Weighted Line Interface Calculation) method was used to capture the air/water interface. To validate the present numerical method, two-dimensional dam-breaking and sloshing problems in a rectangular tank were solved by the developed method in a stationary Cartesian grid system. In the case of sloshing problems, simulations by using a improved MPS(Moving Particle Simulation) method, which is named as PNU-MPS(Pusan National University-MPS), were also carried out. The computational results are compared with those of experiments and most of the comparisons are reasonably good.

Soroban grid 기반 CIP법을 이용한 자유표면 유동해석 (FREE SURFACE FLOW ANALYSIS BY SOROBAN GRID BASED CIP MEHTOD)

  • 임효남
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2010년 춘계학술대회논문집
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    • pp.326-334
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    • 2010
  • In this study, we provide a comprehensive review of the CIP(Constrained Interpolation Pro file/Cubic Interpolated Propagation) method with a pressure-based algorithm that is known as a general numerical solver for soled liquid, gas and plasmas. And also we introduce a body-fitted grid system(Soroban grid) for computation of strongly nonlinear marine hydrodynamic problems such as slamming water on deck, wave impact by green water. This grid system can keep the third-order accuracy in time and space with the help of the CIP method. The grid system consists of the straight lines and grid points. In the 2-dimensional grid case, each grid points moving in these lines like abacus - Soroban in Japanese. The length of each line can be different and the number of grid points in each line can be different. Mesh generation and searching of upstream departure point are very simple and possible to mesh-free treatment. To optimize computation of free-surface and multi-fluid flows, We adopt the C-CUP method. In most of the earlier computations, the C-CUP method was used with a staggered-grid approach. Here, because of the mesh free nature of the Soroban grid, we use the C-CUP method with a collocated-grid approach.

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단파의 전파에 따른 수위 및 유속변화의 특성에 관한 연구 (Characteristics of Water Level and Velocity Changes due to the Propagation of Bore)

  • 이광호;김도삼
    • 대한토목학회논문집
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    • 제28권5B호
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    • pp.575-589
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    • 2008
  • 본 연구는 지진해일단파(tsunami bore) 혹은 조석단파(tidal bore)와 같은 단파의 동수역학적인 거동특성을 검토할 목적으로, 댐파괴류에서 단파의 형성과 동일한 방법, 즉 수조의 한쪽 끝단에 있는 고수위의 저수조(貯水槽) 게이트를 순간적으로 제거하는 방법으로 단파를 발생시킨다. 이러한 단파의 형성과 전파에 관한 수치시뮬레이션에 이상유(二相流)모델에 기초한 Navier-Stokes식을 적용하며, 이 때 비압축성 및 비혼합성의 액체와 기체흐름을 각각 고려한다. 기체와 액체의 접면을 VOF법으로 추적하고, Navier-Stokes방정식을 수치적으로 풀기 위하여 MCIP법을 적용한다. 1차원인 CIP법을 분할스텝기법을 사용하여 고차원으로 확장한 MCIP법은 수치확산이 매우 작고, 또한 안정된 스킴으로 알려져 있다. 게다가, 난류를 시뮬레이션하기 위하여 그의 유용성이 잘 알려져 있는 LES모델을 사용한다. 단파의 형성과 전파에 관한 수치해석결과를 검증하기 위하여 수리실험을 수행하였으며, 시간경과에 따른 수위변동과 평균유속변동에 대한 수치해석결과 및 실험결과를 비교하여 매우 양호한 상호대응관계를 확인할 수 있었다.