• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.68-72
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• 2019

대하천사업으로 4대강에 다기능보 건설 및 대규모 준설이 이루어졌으며, 그 과정을 통해 인위적으로 변화된 하천지형은 시간이 경과함에 따라 유사공급과 유수흐름 등 다양한 요인들의 복합적 영향 하에서 지속적 변화과정을 거치게 된다. 따라서 하천의 효율적인 운영 및 관리를 위해서는 하천지형에 대한 연속적인 측정 및 분석을 통해 하천유로의 지형학적 특성과 그 변화의 양상과 정도를 파악하는 것이 필요하다. 본 연구에서는 낙동강 중 하류 구간에 대하여 음향측심기를 이용한 수심측량을 통해 유로의 지형정보를 취득 분석하여 다기능보 건설 후 유로의 지형학적 특성에 있어서의 변화 양상을 파악하고자 하였다. 이를 위하여 취득된 지형자료를 활용하여 유로 단면에 대한 기하학적 특성치들을 통한 형태학적 분석을 실시하였다. 또한 대하천사업 준공시 취득된 측량성과정보와의 비교를 통해 지형변화 양상과 정도를 파악하였다. 이를 통 해 대하천사업 이후 낙동강 중 하류 구간 유로의 지형변화 양상과 규모를 파악할 수 있었으며, 대하천사업 이후 준공측량성과를 기반으로 고시된 하천기본계획 상 지형정보의 정확성에 대해 평가할 수 있었다. 본 연구의 공간적 범위가 낙동강 중 하류 중 일부 구간들에 제한되었기에, 향후 본 연구에서 제안한 방법론을 활용한 지형특성 및 변화의 양상과 규모에 대한 지속적인 평가가 필요할 것으로 판단된다.

• Journal of Korea Water Resources Association
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• v.31 no.3
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• pp.269-277
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• 1998

Laboratory flume experiments to investigate the characteristics of the flows and local scour around circular bridge pier in a curved channel are performed. In this study, the effect of a circular collar device for controlling the depth of scour is examined. The scour depth with a collar is about 40% of the scour depth without collar in the straight course of the flume while it is about 44% of the scour depth without collar at the location of 150' in the curved channel. As the results of experiments using the collar of which diameter is twice of pier, the reduction of scour depth is the most effective in a straight channel when the location of collar is 0.2h( h:depth) below the channel bottom. And, the reduction of scour depth is the most effective in a curved channel when the location of collar is 0.1h below the channel bottom.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.33 no.7
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• pp.512-519
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• 2009

Flow pulsation in the gap connecting with two parallel channels is investigated by RANS and URANS approaches. The two parallel channels are connected by a small channel called for a gap. The parallel channels are designed to have different cross section area with its ratio of 0.5. Computations are conducted using a CFX 11.0 code. The bulk Reynolds number is 60,000. Predicted results are compared with the previous experimental data. Mean velocity profile at the center of gap region are compared with experiments for its validation. Spectral analysis on the lateral velocity in the center of the gap was performed. Auto correlation for the axial-flow velocity pattern was presented. The unsteady structure of the flow pulsation was visualized in the region of the gap in the parallel channel.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05a
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• pp.672-677
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• 1998

액체금속로 순환 냉각재인 전기전도성 나트륨 유체를 전자기적으로 구동시키는 선형유도 전자펌프의 유로내 과기유체역학적(MHD) 특성 분포를 해석적으로 계산하였다. 유로 내 반지름 방향의 좌표에 따라 유속, 점성력 및 전자기 구동력 둥을 계산하여 하트만 수(H$_{a}$ )에 따른 유체 특성의 변화를 그래프로 도시하였다. 하트만 수(H$_{a}$ )가 증가할수록 도전성 나트륨 유체의 유속 분포는 점점 평탄해지고 점성력은 전자기력에 비해 무시할 정도로 작은 값을 가짐을 알 수 있었다. 따라서 적지 않은 자기장에 의해 구동되는 전자펌프에 있어서 금속 유체는 마치 일정 두께의 금속 고체로 취급될 수 있음을 예측할 수 있었다.

• Proceedings of the Korea Water Resources Association Conference
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• 1994.02a
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• pp.3-8
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• 1994

• Proceedings of the Korean Society of Propulsion Engineers Conference
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• 2007.11a
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• pp.297-301
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• 2007

The blades of supersonic turbines with low aspect ratio are usually designed to have the same cross sectional shape in radial direction. The profile diameter definition of turbines may lead to produce unintended flow passage area variations resulting performance degradation. In this paper, the effects of profile diameter definition on the supersonic impulse turbine performance have been investigated. Computational results of three different profile diameters are compared. It has been found that flow passage area variation can be achieved according to designer's intention when blade profile is defined at rotor tip diameter. Furthermore, the turbine blade profile defined at rotor tip showed better performance than the others.

• Journal of Korea Water Resources Association
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• v.52 no.2
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• pp.163-172
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• 2019

The linear and cross-sectional shapes of the natural river channel are subjected to continuous changes in time and space due to the interaction with the flow of water and sediment transport. This study aims to investigate the morphological characteristics and change patterns of river channel quantitatively for the middle reach of Nakdong River, which has undergone large scale riverbed dredging and construction work, as Four Major River Restoration Project. A series of bathymetry and near-river survey has been conducted to obtain the detailed terrain information for the study area. The properties related to the linear and cross-sectional characteristics of river channel have been calculated based on the filed survey data and analyzed with comparing the survey data obtained in 2012 for the project completion. Since there has not been enough time for meaningful terrain change to take place, it was not possible to extract special tendency in the degree and aspect of terrain change. However, it is necessary to make regular examinations to the patterns and degree of river channel change using the proposed methodology.

• Journal of the Korean Society of Propulsion Engineers
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• v.2 no.1
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• pp.78-87
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• 1998

In many industrial practices it is an important problem to discharge a high-pressure exhaust gas to the atmosphere without generating a loud noise and much vibration. This may be achieved by confining a shock system inside the exhaust duct with a double orifice. The objective of the current work is to develop a new treatment method for the high-pressure exhaust gases. A theoretical analysis was applied to one-dimensional, steady. viscous, compressible model flowfield, and an experiment was performed using a shock tunnel facility. The results showed that the total pressure drop increases with a decrease of the opening area of the upstream orifice, and the shock confinement to the duct is possible by decreasing the opening area of the downstream orifice.

• Journal of computational fluids engineering
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• v.1 no.1
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• pp.35-46
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• 1996

원심형 임펠러 내부 유로등 큰 곡률을 수반하는 터보기계 요소의 유동해석을 위한 계산코드를 개발하였다. 이 코드에서는 곡선좌표계에 유도된 3차원 비압축성 Navier-Stokes의 운동 방정식을 SMAC 음해법으로 푼다. 이 코드를 이용하여 유로의 단면이 정사각형이고 90도로 굽은 덕트내부의 층류 입구유동을 해석하고, 굽은 관 특유의 유동현상을 수치모사하였다 또한 곡관부 입구에서 충분히 발달한 유동, 또는 발달중인 유동이 유입될 경우에 이것이 곡관부 내부의 유동에 미치는 영향을 상·하류의 계산영역이 서로 다를 몇몇 유동장에 대하여 조사하고, 본 계산에서 얻어진 결과와 실형결과와의 비교로 본 3차원 유동해석 코드의 유효성을 검토 하였다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.9 no.2
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• pp.181-189
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• 1985

The effect of the Coriolis force on the 2-D turbulent boundary layer which is developed in the side wall of the rotating rectangular flow channel was investigated. In this study, we measured mean velocities, turbulent velocity components(axial as well as lateral ones) and Reynolds stresses of the turbulent boundary layer. For high Reynolds number flows, the turbulent boundary layer without pressure gradient is hardly affected by the rotation. For low Reynolds number flows, however, the shearing stress at suction side decreases. Consequently, the velocity near the wall become slower so that the thickness of the viscous sublayer expands. On the other hand, the velocity near the wall at pressure side turns out increased.