• 한국방재학회:학술대회논문집
• /
• 한국방재학회 2009년도 정기 학술발표대회
• /
• pp.147.2-147.2
• /
• 2009

• Ecology and Resilient Infrastructure
• /
• 제7권3호
• /
• pp.218-226
• /
• 2020

본 연구는 수치모형을 기반으로 하는 예측방법론을 위한 수치기법개발의 첫 단계로서 제방형 보에 의한 자유형 월류흐름에 대한 수치해석실험을 수행하였다. 이를 위해 2차원 흐름모형인 Nays2DH를 이용하여 기존에 수행된 실험자료를 바탕으로 수치실험을 수행하여 모형을 비교검증하였다. 우선은 위어의 형태에 의한 불연속 흐름의 수치적 재현성에 대해서 고찰했으며 하도의 전처리를 통해 모의흐름을 보정하였다. 더 나아가, 수문갯수에 따른 월류흐름의 예측모의를 수행하여 결과를 비교하였다. 모의결과, 수문의 갯수가 증가할 경우 동일한 통수단면적에서 보 하류부의 최대유속이 증가할 수 있다는 것을 알 수 있었으며 이는 하상변동에도 영향을 줄 것으로 판단된다. 이러한 결과들을 통해, 본 연구는 추후의 보의 운영에 따른 흐름 및 유사이송 등을 고려하는 수리학적 연구의 기초자료를 제공할 수 있었다.

• 한국유체기계학회 논문집
• /
• 제11권3호
• /
• pp.7-13
• /
• 2008

The cavitating flow simulation is of practical importance for many engineering systems, such as pump, turbine, nozzle, Infector, etc. In the present work, a solver for two-phase flows has been developed and applied to simulate the cavitating flows past hydrofoils. The governing equation is the two-phase Navier-Stokes equation, comprised of the continuity equation of liquid and vapor phase. The momentum and energy equation is in the mixture phase. The solver employs an implicit, dual time, preconditioned algorithm using finite difference scheme in curvilinear coordinates. An experimental data and other numerical data were compared with the present results to validate the present solver. It is concluded that the present numerical code has successfully accounted for two-phase Navier-Stokes model of cavitation flow.

• 한국해양공학회지
• /
• 제32권3호
• /
• pp.166-176
• /
• 2018

This paper presents a numerical sensitivity analysis for the simulation of the motion performance of an offshore structure in waves using computational fluid dynamics (CFD). Starting with 2D wave simulations with varying numerical parameters such as grid spacing and CFL value, proper numerical conditions were found for accurate wave propagation that avoids numerical diffusion problems. These results were mapped on 2D error distributions of wave amplitude and wave length against the numbers of grids per wave length and per wave height under a given CFL condition. Finally, the 2D numerical sensitivity result was validated through CFD simulation of the motion of a FPSO in waves showing good accuracy in motion RAOs compared with existing potential flow solutions.

• 한국수자원학회논문집
• /
• 제38권3호
• /
• pp.179-188
• /
• 2005

본 연구에서는 화북다목적댐을 대상으로 2차원, 3차원 수치모형실험이 수리모형실험과 더불어 설계자에게 유용한 해석도구로 사용될 수 있음을 보였다. 2차원, 3차원 수치모형으로 천수방정식을 지배방정식으로 하는 RMA2와 RANS를 지배방정식으로 하는 FLOW-3D 모형을 이용하였다. 수몰지역과 접근수로에서의 유황, 월류웨어의 방류능력, 월류부, 도류부, 감세지에서의 수면형상, 월류부에서의 압력분포에 대한 수치모의 결과를 수리모형실험 결과와 비교하였다. 비교 결과, 대부분의 경우에 수치모의 결과는 수리모형실험 결과를 잘 재현하는 것으로 나타났다 그러나, 감세지에서의 도수현상에 대한 수치모의 결과는 공기연행효과로 인해 수리모형실험 결과와 다소 차이가 발생하는 것으로 나타났다.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2002년도 학술대회지
• /
• pp.27-30
• /
• 2002

As computer capacity has been progressed continuously, the studies of the flow characteristics have been performing by the numerical methods actively. In this study, 3-dimensional unsteady incompressible Wavier-Stokes equation was solved by numerical method using the fractional step method with the fourth order compact pade' scheme to achieve high accuracy To validate the present code and algorithm, 3D flow-field around a cylinder was simulated. The drag coefficient and lift coefficient were computed and, then, compared with experiment. The present code will be tailored to LES simulation for more accurate turbulent flow analysis.

• 수산해양기술연구
• /
• 제28권2호
• /
• pp.132-143
• /
• 1992

This paper presents a method in order to calculate the vortex distribution, the streak-line and the time-line around the flat and the cambered otter board in two dimensional flow using the discrete vortex method, and to calculate C sub(L) and C sub(D) of the otter boards varied with the passage of time by the numerical simulation using the Blasu's formula. The results obtained are summarized as follows: 1. Flow pattern around the otter boards calculated by the discrete vortex method was resembled closely that of the visualized photograph. 2. C sub(L) and C sub(D) calculated by the numerical simulation was very similar to the model test. 3. The circulation direction around the otter boards and the action direction of the shearing force can be recognized from the time-line around the otter boards. 4. Flow speed in the back side of the otter boards was faster than that in the front side, and the difference of the flow speed in both side of the cambered otter boards was about 1.3 times greater than that of the flat otter boards. 5. The clockwise vortex was generated in the trailing edge, and the counter-clockwise vortex was generated the leading edge of the otter boards. And they were shown the shape of Karman's vortex varied with the passage of time.

• 대한환경공학회지
• /
• 제33권4호
• /
• pp.251-257
• /
• 2011

이산화탄소의 해양 지중저장에 대한 전산모사를 위해 실제 이산화탄소가 저장되는 해양 지중 저장층에 대한 3차원 전산모형을 개발하였다. 특히, 실제 저장층의 3차원 구조를 모사하기 위하여 공극의 크기를 불규칙(random)적으로 부여하는 수치적 방법을 고안하여 3차원 전산모형을 구성하였고, 이를 균일한 공극 구조의 경우와 비교하였다. 이렇게 구성된 3차원 공극모형 내의 초임계 이산화탄소 유동을 시뮬레이션하기 위하여 전산유체역학을 사용하였다. 이러한 초임계 이산화탄소의 시뮬레이션에는 실제 저장층의 환경 즉 온도 및 압력을 동일하게 모델링하여 적용하였다. 공극 구조가 $CO_2$의 유동에 미치는 영향을 살펴보기 위해, 세 가지 형태의 3차원 전산모형의 공극 구조 내부를 흐르는 초임계 이산화탄소 유동에 대한 수치해석을 수행하였으며, 특히 3차원 전산모형의 내부유동에 대한 압력강하 및 투수율을 계산하여 본 모형이 해양 지중저장의 전산모사에 적합한지를 판단하고, 이산화탄소 유량 증가에 따른 초임계 이산화탄소 유동의 특성을 살펴보았다.

• 대한조선학회논문집
• /
• 제40권5호
• /
• pp.36-42
• /
• 2003

A CFD simulation technique has been developed to handle the unsteady body motion with large amplitude by use of overlapping multi-block grid system. The three-dimensional, viscous and incompressible flow around body is investigated by solving the Navier-Stokes equations, and the motion of body is represented by moving effect of the grid system. Composite grid system is employed in order to deal with both the body motion with large amplitude and the condition of numerical wave maker in convenience at the same time. The governing equations, Navier-Stokes (N-S) and continuity equations, are discretized by a finite volume method, in the framework of an O-H type boundary-fitted grid system (inner grid system including test model) and a rectangular grid system (outer grid system including simulation equipments for generation of wave environments). If this study, several flow configurations, such as an oscillating cylinder with large KC number, are studied in order to predict and evaluate the hydrodynamic forces. Furthermore, the motion simulation of a Series 60 model advancing in a uniform flow under the condition of enforced roll motion of angle 20$^{\circ}$ is performed in the developed numerical wave tank.

• International Journal of Naval Architecture and Ocean Engineering
• /
• 제6권2호
• /
• pp.297-306
• /
• 2014

The paper presents the numerical analysis of wave run-up over rubble-mound breakwaters covered by antifer units using a technique integrating Computer-Aided Design (CAD) and Computational Fluid Dynamics (CFD) software. Direct application of Navier-Stokes equations within armour blocks, is used to provide a more reliable approach to simulate wave run-up over breakwaters. A well-tested Reynolds-averaged Navier-Stokes (RANS) Volume of Fluid (VOF) code (Flow-3D) was adopted for CFD computations. The computed results were compared with experimental data to check the validity of the model. Numerical results showed that the direct three dimensional (3D) simulation method can deliver accurate results for wave run-up over rubble mound breakwaters. The results showed that the placement pattern of antifer units had a great impact on values of wave run-up so that by changing the placement pattern from regular to double pyramid can reduce the wave run-up by approximately 30%. Analysis was done to investigate the influences of surface roughness, energy dissipation in the pores of the armour layer and reduced wave run-up due to inflow into the armour and stone layer.