• 방사선산업학회지
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• 제5권1호
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• pp.87-93
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• 2011

A laboratory experiment using a radioisotope was performed to analyze the characteristics of transport and diffusion of a pollutant released from industrial plants. A wave hydraulic model based on the similarity theory was constructed and used to reappear the tidal wave in the laboratory. Two-dimensional numerical models were used to reproduce the results of a wave hydraulic model. The measured and calculated concentrations were compared with the same conditions. As a result of the comparative study, the time of maximum concentration showed slight difference between them, but the values of maximum concentration were relatively well agreed.

• 한국습지학회지
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• 제10권3호
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• pp.87-97
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• 2008

본 연구는 현재 대부분의 자연형 하천에 적용되는 프리캐스트 호안블록 대신 현장 타설식 일체형 블록시스템을 개발하고 수리특성분석을 위하여 수리모형 실험을 실시하여 수위와 유속의 변화를 통하여 호안 적용성을 검토하였다. 기존의 프리캐스트 불록은 홍수 시 빠른 유속과 집중하중에 유실 및 탈락의 문제점이 나타나고 있으나 이를 보완한 일체형 호안블록 시스템은 홍수시나 수충부에 적합한 호안식생블록 시스템이다. 수리모형실험에서는 성덕댐이 위치한 보현천의 하도에 1/50 축척으로 모형을 재현하고 설계홍수량을 방류하는 조건으로 하도에서 원형과 개발된 블록의 식생유무에 대한 흐름 및 특성의 변화를 검토하였다. 검토결과, 설계홍수량 $200m^3/sec$에서 유속 저감 평균 10.1%, 수위 상승 평균 17.8%의 실험 결과를 얻었다. 연구(II)에서는 수치모형실험을 통하여 실험결과를 검증하고자 하였다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2007년도 춘계학술대회B
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• pp.2267-2272
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• 2007

The present study investigates the two dimensional flow and heat/mass transfer characteristics of wavy duct with various corrugation angles. For the heat/mass transfer coefficients, a naphthalene sublimation technique is used. Numerical analysis and wall pressure measurement show detailed two dimensional flow features. The corrugation angles change from 145$^{\circ}$ to 100$^{\circ}$. The operating Reynolds numbers based on the duct hydraulic diameter vary from 700 to 3,000. The duct aspect ratio maintains 7.3. On the pressure wall, strong flow mixing enhances heat/mass transfer coefficients at the front position. In addition, the rear side of pressure wall, the near of peak, is affected by the acceleration and the shedding of main flow. On the suction wall, however, flow separation and reattachment lead to the valley and the peak of heat/mass transfer coefficient. Also, highly increasing boundary layer at the suction wall affects the decrease of heat/masst transfer. As decreasing corrugation angles, the spanwise average Sherwood number increases and the peak or the valley positions of the local Sherwood number are varied.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.425-429
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• 2006

The understanding and prediction of the behavior of flow in open channels are important to the solution of a wide variety of practical flow problems in water resources engineering. Recently, frequent drought has increased the necessity of an effective water resources control and management of river flows for reserving instream flow. The objective of this study is to develop an efficient and accurate finite element model based on Streamline Upwind/Petrov-Galerkin(SU/PG) scheme for analyzing and predicting two dimensional flow features in complex natural rivers. Several tests were performed in developed all elements(4-Node, 6-Node, 8-Node elements) for the purpose of validation and verification of the developed model. The U-shaped channel of flow and natural river of flow were performed for tests. The results were compared with these of laboratory experiments and RMA-2 model. Such results showed that solutions of high order elements were better accurate and improved than those of linear elements. Also, the suggested model displayed reasonable velocity distribution compare to RMA-2 model in meandering domain for application of natural river flow. Accordingly, the developed finite element model is feasible and produces reliable results for simulation of two dimensional natural river flow. Also, One contribution of this study is to present that results can lead to significant gain in analyzing the accurate flow behavior associated with hydraulic structure such as weir and water intake station and flow of chute and pool.

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

• 한국유체기계학회 논문집
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• 제13권1호
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• pp.17-22
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• 2010

In this paper, numerical study on a mixed-flow pump for irrigation and drainage has been performed based on three-dimensional viscous flow analysis. Reynolds-averaged Navier-Stokes equations with shear stress transport turbulence model are discretized by finite volume approximations and solved by the commercial CFD code ANSYS CFX-11.0. A structured grid system is constructed in the computational domain, which has O-type grids near the blade surfaces and H/J-type grids in other regions. The numerical results were validated with experimental data for the heads and efficiencies at different flow coefficients. The efficiency at the design flow coefficient is evaluated with the variation of two geometric variables related to area of discharge and length of the vane in the diffuser. The results show that efficiency of the mixed-flow pump at the design flow coefficient is improved by the modifications of the geometry.

• Nuclear Engineering and Technology
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• 제54권1호
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• pp.72-83
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• 2022

This paper presents a numerical investigation of two-phase natural circulation flows established when external reactor vessel cooling is applied to a severe accident of the APR1400 reactor for the in-vessel retention of the core melt. The coolability limit due to external reactor vessel cooling is associated with the natural circulation flow rate around the lower head of the reactor vessel. For an elaborate prediction of the natural circulation flow rate using a thermal-hydraulic system code, MARS-KS1.5, a three-dimensional computational fluid dynamics (CFD) simulation is conducted to estimate the flow rate and pressure distribution of a liquid-state coolant at the brink of significant void generation. The CFD calculation results are used to determine the loss coefficient at major flow junctions, where substantial pressure losses are expected, in the nodalization scheme of the MARS-KS code such that the single-phase flow rate is the same as that predicted via CFD simulations. Subsequently, the MARS-KS analysis is performed for the two-phase natural circulation regime, and the transient behavior of the main thermal-hydraulic variables is investigated.

• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2010년 춘계학술대회논문집
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• pp.83-85
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• 2010

A hydraulic gear pump is widely used in many industrial applications to provide both high pressure and high flow rate by physical displacement of finite volume of fluid with each revolution. In this study, two dimensional fluid-structure interaction simulation of gear pump flow was carried out to examine detailed complex flow patterns and structural stress distribution on rotors by using a commercial software ADINA. The effect of rotor clearance size on the flow characteristics, specially the temporal variation of velocity and pressure field, which is a main source of flow noise, also was investigated.

• Nuclear Engineering and Technology
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• 제42권6호
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• pp.636-655
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• 2010

A thermal-hydraulic code, named CUPID, has been being developed for the realistic analysis of transient two-phase flows in nuclear reactor components. The CUPID code development was motivated from very practical needs, including the analyses of a downcomer boiling, a two-phase flow mixing in a pool, and a two-phase flow in a direct vessel injection system. The CUPID code adopts a two-fluid, three-field model for two-phase flows, and the governing equations are solved over unstructured grids with a semi-implicit two-step method. This paper presents an overview of the CUPID code development and assessment strategy. It also presents the code couplings with a system code, MARS, and, a three-dimensional reactor kinetics code, MASTER.

• 대한토목학회논문집
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• 제31권6B호
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• pp.515-522
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• 2011

수리해석 모형들은 하천의 흐름에 대한 연구에 이용되거나, 수공구조물의 설계 및 하천의 설계 등 실무에 널리 사용되고 있다. 이들 수리해석 모형은 실측자료를 통한 보정이 필요하나, 홍수시 유속을 측정하는 것 자체가 위험한 작업이기 때문에 홍수시 하천의 2차원 유속분포에 대한 실측자료가 전무한 실정이다. 이러한 이유로 2차원 수치모형의 결과는 보통 몇 개 지점의 실측된 자료를 비교함으로써 보정 및 검증을 실시하고 있다. 더욱이 설계 홍수량에 대한 모형의 보정은 1차원 모형인 HEC-RAS의 모의결과를 이용하여 보정하고 있다. 본 연구에서는 일본의 토네강(Tone river)에서 홍수시 촬영한 항공사진을 분석하여 추출한 유속벡터 자료를 이용하여 하천설계 실무 및 연구 등에 널리 사용되어지고 있는 2차원 수치모형인 RAMS의 RAM2, SMS의 RMA2와 1차원 모형인 HEC-RAS 모형의 검증을 실시하였다. 또한, HEC-RAS결과를 이용한 2차원 모형의 보정에 대한 타당성을 검토하였다. 검토결과, HEC-RAS 및 RAM2, RMA2 모형의 수위모의 결과 모두 관측점의 수위와 비슷한 결과을 보이고 있었으나, 유속모의의 경우 고수부지에서의 2차원 모형에 의한 유속결과와 항공사진으로부터 추출된 유속결과가 차이를 보이고 있었다. 또한, 1차원 모형에 의한 결과와 항공사진으로부터 추출된 유속장을 단면평균한 유속과 비교한 결과 큰 오차가 발생하고 있는 것으로 나타났다.