• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
• /
• 1996.11b
• /
• pp.17-28
• /
• 1996

• Proceedings of the Korea Water Resources Association Conference
• /
• 1998.02b
• /
• pp.235-264
• /
• 1998

• Proceedings of the Korea Water Resources Association Conference
• /
• 2003.05b
• /
• pp.799-802
• /
• 2003

• Proceedings of the Korea Water Resources Association Conference
• /
• 1998.02b
• /
• pp.195-233
• /
• 1998

• Proceedings of the Korean Environmental Sciences Society Conference
• /
• 2001.05a
• /
• pp.140-141
• /
• 2001

• Journal of Korean Society of Water and Wastewater
• /
• v.23 no.6
• /
• pp.825-832
• /
• 2009

A series of laboratory experiments has been performed to investigate the flow characteristics of 2-dimensional density currents induced by selective withdrawal, which is commonly suggested as a measure for removal of high turbid water from reservoirs. Saltwater has been used to simulate the density stratification over depth and PIV(Particel Image Velocimetry) for observing the velocity structure. Experimental conditions have been established according to Richardson number, which is the dimensionless number that expresses the ratio of potential to kinetic energy. From the experiments, the patterns of longitudinal decay of centerline axial velocity induced by the withdrawal have been distinguished from other experimental cases. The rate of longitudinal decay increase as the Richardson number increases. The variations of volumetric and momentum flux along the longitudinal axis have also shown to be dependent on Richardson number.

• Journal of the Korean Society for Precision Engineering
• /
• v.18 no.6
• /
• pp.127-132
• /
• 2001

An automatic design system for a hydraulic gate has been developed to cut down the time for the design calculation and to optimize its design. It is oriented to the radial gate which is the simplest, most reliable, least expensive and most widely used hydraulic gate. This system is composed of data input, strength computation and result display modules with databases of the properties of components and materials. In this development, the existing intricate design procedure has been changed to the straightforward procedure without assumption of weight. With this code, the design time of the radial gate could be reduced below one thirtieth in comparison with manual work and the optimum design could be accomplished easily.

• Proceedings of the Korea Water Resources Association Conference
• /
• 1992.07a
• /
• pp.366-374
• /
• 1992

1980년 금강유역에 축조된 대청 다목적댐에 의한 하류의 하상변동을 실측자료를 이용하여 조사,분석하고 미국 공병단에서 개발된 HEC-6 모형을 이용하여 장래의 하상변동을 예측하였다. 모형의 적용구간은 대청조정지댐에서 부여까지 약 78km이며, 적용 기간은 1980~1988이며, 장래의 하상변동 예측결과에 따르면, 조정지댐~마어구 수위표 구간은 하상이 저하될 것이 예상되며, 공주 수위표 하류는 하상이 상승될 것으로 예상된다. 특히 규암 수위표 상류 3~15km 구간은 하상이 1~2m 이상 상승될 것으로 나타나고 있다. 이 구간은 현재도 하상상승에 따른 취수장 취수구의 매몰 등의 문제점이 발생하고 있는 바 이에 대한 보다 자세한 조사와 분석 및 대책마련을 위한 조치들이 시행되어야 할 것이다.

• 한국전산유체공학회:학술대회논문집
• /
• 2001.05a
• /
• pp.85-92
• /
• 2001

중력이 작용하는 압축성유체를 고려함에 있어, 밀도성층 뿐만 아니라 엔트로피 성층의 고려도 중요하다. 본 연구에서 압축성격자볼츠만 유체모델을 이용한 차분계산법을 이용하여 2차원 채널에서 성층류의 전형적인 형상인 선택취수현상을 시뮬레이션 하였으며, 본 모델의 유효성을 확인하였다. 또한 비점성, 비압축성유체의 선택취수흐름과의 차이에 관해서 압축성의 관점에서 고찰하였다.

• Magazine of the Korean Society of Agricultural Engineers
• /
• v.39 no.6
• /
• pp.88-98
• /
• 1997

In this study, pumping capacity in the area of natural river estuary is estimated by the quantitative analysis using finite element method. The study area is Iga-ri pumping station in the estuary of Seojung-chun which runs to the East coast. First of aH, hydraulic properties and effects of different seawater levels are analyzed in this area. Variations of groundwater level caused by pumping and properties of seawater intrusion are analyzed, then compared the case of reinforcing the existing intake weir with the case of setting up an weir at the upper stream. The observed data of groundwater drawdown caused by pumping during drought period and seawater intrusion are compared with results of the analysis done by groundwater model using finite element method, and it is found that both are similar. Accordingly, groundwater model used in this study reflects well the variation of groundwater level caused by pumping.