• Journal of Korea Water Resources Association
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• v.45 no.3
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• pp.331-347
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• 2012

The downstream of the Nam River Dam is crucial region for long-term water resource planning for Busan and Gyeongnam Province. Thus, the analysis of flow behavior and water quality is necessary for the sustainable surface water management and the control of pollutant source. In this study, the flow field and BOD transport at the downstream of Nam River Dam were analyzed by incorporating 2-D water quality model, RAM4 and 3-D water quality model, WASP with the hydrodynamic model, RAM2 and EFDC, respectively. The application of 2-D flow analysis model, RAM2 showed that velocity distributions at the five transverse sections of the meandering part closely followed the measured values by ADCP, and the flow field and overflow characteristic at the submerged weir showed satisfactory performance compared with the result of 3-D EFDC model. In addition, the BOD concentration field obtained by RAM2-RAM4 coupled modeling was in good agreement with the result by EFDC-WASP model throughout the computational domain. The hydrodynamic characteristic and water quality at the downstream reach of Nam River Dam are mainly influenced by the Dam discharge, and the water quantity is closely related to the water quality control and fishery environment at the lower part of Nakdong River. Therefore, when further quantitative analysis is necessary regarding these issues, 2-D semi-coupled modeling is recommended in terms of computational effectiveness and model application aspect.

• Journal of Korea Water Resources Association
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• v.45 no.7
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• pp.643-656
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• 2012

There has been an increase for the landslide areas and restoration expenses due, in large part, to the increased locally heavy rains caused by recent climate change as well as the reckless development. This study carried out a slope stability analysis by the application of distributed wetness index, using the GIS-based infinite slope stability model, which took the root cohesion effect into consideration, for part of Mt. Umyeon in Seoul, where landslide occurred in July 2011, in order to compensate the defects of existing analysis method, and subsequently compared its result with the case on the exploitation of lumped wetness index. In addition, this study estimated the distributed wetness index by methodology, applying three methods of specific catchment area calculation: single flow direction (SFD), multiple flow direction (MFD), and infinity flow direction (IFD), for catchment area, one of the variables of distributed wetness indices, and finally implemented a series of comparative analysis for slope stability by methodology. The simulation results showed that most unstable areas within the study site were dominantly located in cutting-area surroundings along with the residential area and the mountaintop and unstable areas of IFD and lumped wetness index method were similar while SFD and MFD provided smaller unstable areas than the two former methods.

• Journal of the Korean Crystal Growth and Crystal Technology
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• v.4 no.3
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• pp.210-222
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• 1994

The characteristics of flows, temperatures, and concentrations of oxygen are numerically studies in the Czochralski furnace with a uniform axial magnetic field. Important governing factors to the flow fields include buoyancy, thermocapillarity, centrifugal force, magnetic force, diffusion and segregation coefficients of the oxygen, evaporation coefficient in the form of SiO, and ablation rate of crucible wall. With an assumption that the flow fields have reached the steady state, which means that two velocity components in the meridional plane and circumferential velocity, temperatures, electric current intensity become non-transient, then unsteady concentration field of oxygen has been analyzed with an initially uniform oxygen concentration. Oxygen transports due to convection and diffusion in the Czochralski flow field and oxygen flux through the growing crystal surface has been investigated.

• The Korean Journal of Financial Management
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• v.19 no.1
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• pp.67-106
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• 2002

본 연구는 전략적 제휴가 단기적으로 기업가치에 어떠한 영향을 미치는 가에 관한 실증적 연구이다. 본 연구의 단기적인 성과 결과는 선행연구와 유사하게 나타났다. 즉, 윈도우 (-20, +20) 사이의 표본에 대한 실증적 연구결과, 시장모형과 시장조정모형 모두 전략적 제휴라는 이벤트 발생 시에 비정상수익률과 누적비정상수익률이 발생한다는 사실을 발견하였다. 이러한 사실은 한국의 제휴기업들도, 제휴로 인하여 기업의 효율성이 증대되어 기업가치가 상승한다는 시너지 가설이 적용된다는 사실을 발견하였다. 단기성과에 영향을 미치는 특성요인과의 관계를 조사하기 위해서 회귀분석을 해 본 결과, 총자본수익률(ROI)과 LQHC(토빈의 Q비율이 낮고 사내잉여금수준이 높은 기업은 1의 값, 그 외는 0을 가지는 가변수)가 통계적으로 유의한 변수로 나타났다. 두 변수 모두 단기성과와 부(-)의 관계를 보였다. 총자본수익률이 부(-)의 관계를 보인 것은 Das, Sen, 그리고 Sengupta(1998)의 연구결과와 유사하게 나타났다. 즉, 수익성과 단기적인 기업가치와의 관계가 부(-)의 관계를 보이는 것은 수익성이 낮은 기업일수록 제휴에 대한 일반 투자자의 기대가 크다고 해석할 수 있다. LQHC변수가 단기성과와 부(-)의 상관관계를 보이는 것은 투자기회가 낮고 사내잉여금수준이 높은 기업은 단기성과와 부(-)의 관계를 의미한다. 결론적으로 기업이 전략적 제휴를 맺음으로 해서 기업가치에는 단기적으로 정(+)의 영향을 미친다고 할 수 있다. 이러한 결과는 새로운 경영흐름의 하나인 제휴를 통하여 기업의 경영효율을 높일 수 있음을 시사하고 있다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.9 no.4
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• pp.103-112
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• 1989

A numerical model for Steady state groundwater flow has been established to understand the groundwater flow phenomena near a radioactive waste repository. The integrated finite difference method based on a network composed of nodes and members was applied to investigate groundwater flow in homogeneous, heterogeneous and layered media. Its numerical solution was in good agreement with analytic solution. Physical phenomena associated in the groundwater flow depending on both hydraulic characteristics and effects of fractured zone were also investigated. A method by which feasible groundwater flow paths can be identified was developed. This method used the composite network for the geologic media near a repository and the direction of computed groudwater velocity. Groundwater velocity and travel time were predicted for the possible pathway form a repository to a biosphere.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.235-235
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• 2023

하천 내에서 하상변동은 치수나 생태계에 직간접적인 영향을 끼치는 것으로 알려져 있다. 하상변동의 예측을 위한 여러 가지 모델들이 존재하지만 하상변동의 양상을 직관적으로 파악하기에는 어려움이 있다. 최근 수행된 연구결과에 따르면 하천의 수리 기하학적 형상이 부유사 농도와 유량과의 관계와 관련이 있는 것으로 밝혀졌다(Kim et al., 2018). 본 연구에서는 하상변동과 부유사의 농도를 밀접한 관련이 있다고 가정하여 수리기하(Hydraulic Geometry) 이론을 이용하여 하상변동의 경향성을 표현하여 하상변동의 경향성을 직관적으로 유추할 수 있는 기법을 제시하고자 한다. 이를 위해 본 연구에서는 하상변동을 수리기하적표현을 이용하여 해석적으로 제시하였고 수치모의를 실시하였으며 실제 자연하천에 대해 검증을 수행하였다. 수치모의는 자연에 존재할 수 있는 다양한 하천형상을 표현하기 위해 수리기하 이론에서의 수심과 폭을 나타내는 인자들을 이용하여 하천의 형상을 넓고 얕은 하천, 좁고 깊은 하천, 중간 정도의 하천으로 분류하였으며 흐름조건을 정상류와 부정류조건으로 분류하였다. 또한 하상경사와 하상재료의 입경분포를 고려하였다. 그리고 실제 하천에 대한 검증은 대한민국에 존재하는 갑천, 미호천, 남강, 임진강, 원주천, 금호강의 하상변동 자료를 이용하여 실시하였다. 하상변동의 경향성을 직관적으로 표현하기 위해 Manning 공식을 이용하여 하상전단력의 수리기하 지수를 수심, 유속, 조도계수의 수리기하지수들로 표현하였다.

• Journal of Energy Engineering
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• v.29 no.3
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• pp.97-102
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• 2020

In this study, one-way fluid structure interaction analysis was adapted to verify the durability of the outdoor evacuation stair structure operated in the event of a fire when wind pressure caused by a typhoon was applied. To this end, flow analysis was performed with the flow field around the structure of the evacuation stair in a steady state, and the durability was analyzed through structural analysis such as structural stress, deformation, and fatigue life using these analysis results by fluid data input data for structural analysis. As a result of flow numerical analysis, the air flow was different according to the shape of the evacuation stair structure, and this flow velocity distribution generated by the total pressure on the structure surface. Through the structural analysis results calculated by this total pressure, the safety factor calculated as the maximum stress value was found to be more than the safety factor, and durability was proven by fatigue life and deformation analysis.

• The Journal of the Korea Contents Association
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• v.10 no.8
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• pp.426-432
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• 2010

A level-set finite-element method is employed to investigate the free surface flow of two conceptual fish passage designs. While one design has a right-angled entrance from the reservoir to the fish passage chute, the other has a curved-shaped entrance. The numerical results are validated with hydraulic experiments through comparison of the free surface location and the pressure distribution in the spillway. It is observed that the right-angled design yields a curved free surface and pressure distribution in the vicinity of the entrance due to large strains, whereas the curved-shaped design yields a smooth flow transition with small strains. The subatmospheirc pressure distributions near the spillway ogee crest for both designs exhibit similar flow patterns. It is concluded that the curved-shaped design is more favorable for fish passage because of the feature of a smooth flow transition with small strains.

• Journal of IKEEE
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• v.6 no.2 s.11
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• pp.136-145
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• 2002

The simulator for the analysis of the lattice temperature under the steady-state condition is developed. The heat flow equation using the Slotboom variables is discretized and the integration method of the thermal conductivity without using the numerical analysis method is presented. The simulations are executed on the $N^+P$ junction diode and BJT to verify the proposed method. The average relative error of the lattice temperature of $N^+P$ diode compared with DAVINCI is 2% when 1.4[V] forward bias is applied and the average relative error of the lattice temperature of BJT compared with MEDICI is 3% when 5.0[V] is applied to the collector contact and 0.5[V] is applied to the base contact. BANDIS using the proposed method of integration of thermal conductivity needs 3.45 times of matrix solution to solve one bias step and DAVINCI needs 5.1 times of matrix solution MEDICI needs 4.3 times of matrix solution.

• 한국해양학회지
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• v.28 no.2
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• pp.86-100
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• 1993

Three-dimensional baroclinic hydrodynamic model, BACHOM-3, is developed using ADI finite difference scheme. The model is applied to a uni-nodal standing wave in a rectagular basin. The model results for the surface elevation and velocities coincide with the analytical results. To verify the field applicability of the model and to investigate the flow patterns of the Suyoung Bay in Pusan, Korea, the model is applied to the bay. The numerically predicted velocity predicted velocity fields during spring tide at normal river flow are compared with field measurements, the comparisons show good agreement. A clockwise residual circulations at the first level (depth = 0∼2m) and the second level (depth=2∼5 m) of the central part of the bay occur, and the ebb flow is stronger than the flood flow. Computed velocity fields show that the phase difference of velocities between the surface layer and bottom layer occurs and the phase lag increases with height from the bottom. Then, the model is applied successfully for the computation of flow fields considering flood river flow and wind effects. When the wind is blowing toward the land from the sea, the flow patterns at the surface layer correspond with the wind direction, but the flow patterns at the near solid boundary of the lower layer show opposite currents to the wind direction.