• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.34 no.12
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• pp.67-74
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• 2006

An unsteady blockage-correction method utilizing wall pressure distribution on the test section has been developed for the wall interference correction of a closed test-section subsonic wind tunnel. The pressure distribution along the test section wall was decomposed into Fourier series and a quasi-steady method based on a measured-boundary-condition method was applied to each Fourier coefficient. The unsteady correction for a complete test period was accomplished by recombining each corrected terms. The present method was validated by appling computed unsteady flows over a cylinder and an oscillating airfoil in the test sections. The corrected results by the present method agreed well with free-air condition.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.1113-1117
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• 2005

보 상류의 유속 및 수심과 같은 흐름 조건은 보, 하천 형상, 그리고 하류 흐름 특성에 의해 좌우된다. 본 연구에서는 하류 조건에 따라 보 상류의 흐름 특성에 미치는 영향을 검토하였다. 이를 위해 구형단면의 수로에 하천설계지침(2002)에 따라 보를 제작하여 설치하였으며 보에서의 임계수심 및 이에 따른 유량의 변화를 파악하였으며 실험결과를 기존 문헌과 비교$\cdot$분석하였다. 또한 자유 월류로 빠른 유속을 지닌 흐름이 수로의 마찰저항과 하류 배수효과에 의해 에너지 소멸로 나타나는 도수현상을 관측하여 발생특성을 파악하였다. 도수의 발생조건은 Posey와 Hsing(1938)에 제시한 결과와 유사한 결과를 보였으며 하류영향에 따른 도수 발생 위치는 하류단 수위와 일정한 관계를 갖고 있으나 유량과는 선형적인 관계를 보이지 않는 것을 알 수 있었다. 또한 임계수심 설정에 대해 Knap(1960)이 제시한 산정식과 비교한 결과 유량이 작은 경우 거의 일치하는 결과를 보였으나 유량이 증가할수록 오차가 커졌다. 임계수심 전$\cdot$후의 유량계수를 살펴본 결과 하류 조건에 의해 임계수심을 넘으면 유량계수가 자유 월류 시보다 약 $2\%\~6.5\%의 감소를 나타냈으며 공급유량이 $0.05m^3/s$ 일 경우 유량계수의 차이가 가장 큰 것을 알 수 있다.

• Proceedings of the Korea Water Resources Association Conference
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• 2005.05b
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• pp.309-313
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• 2005

한강 하류부의 잠실 및 신곡 수중보가 흐름에 미치는 영향을 적절히 모의할 수 있도록 FLDWAV 모형을 수정, 개선하였다. 고정좌 측에서 발생하는 월류형 흐름에 대해서는 월류 유량 관계식을, 가동보 측에서의 하도형 흐름에 대해서는 Manning 형의 유량관계식을 각각 적용함으로써 복합적인 형태의 수중보 흐름을 모의하도록 하였다. 월류 유량식으로는 수중 위어형 및 자유 월류형 흐름에 대한 식들이 적용 가능하며, 가동보 개방 시 또는 미개방 시의 흐름을 모두 모의할 수 있다. 모형의 적용성을 검증하기 위하여 수중보 지점에서의 다양한 조건에 대하여 계산을 수행한 결과, 각 경우에 대한 배수효과가 잘 모의되었다. 평수시 흐름에 대한 모의 기능을 검사한 결과, 수중보의 존재로 인한 수위의 불연속성이 잘 모의되었다.

• Korean Architects
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• s.660
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• pp.128-130
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• 2024

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.2B
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• pp.179-189
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• 2010

This paper presents a numerical investigation of vorticity generation in fully vegetated open-channel flows. The Reynolds stress model is used for the turbulence closure. Open-channel flows with rough bed-smooth sidewalls and smooth bed-rough sidewalls are simulated. The computed vectors show that in channel flows with rough bed and rough sidewalls, the free-surface secondary currents become relatively smaller and larger, respectively, compared with that of plain channel flows. Also, open-channel flows over vegetation are simulated. The computed bottom vortex occupies the entire water depth, while the free-surface vortex is reduced. The contours of turbulent anisotropy and Reynolds stress are presented with different density of vegetation. The budget analysis of vorticity equation is carried out to investigate the generation mechanism of secondary currents. The results of the budget analysis show that in plain open-channel flow, the production by anisotropy is important in the vicinity of the wall and free-surface boundaries, and the production by Reynolds stress is important in the region away from the boundaries. However, this rule is not effective in vegetated channel flows. Also, in plain channel flows, the vorticity is generated mainly in the vicinity of the free-surface and the bottom, while in vegetated channel flows, the regions of the bottom and vegetation height are important to generate the vorticity.

• Water for future
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• v.29 no.2
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• pp.153-165
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• 1996

One-dimensional unsteady flow model including weir flow simulation is studied. Applicabilities of both the single channel model with local treatment of the weir overflow, and the looped-network model are studied using a test problem. It is shown that various type of weir flows including reverse flows are successfully simulated. Flow discontinuity due to the high crest elevation can also be simulated. The reverse free-flowing overflow can be simulated by the single-channel model as well as by the looped-network model.

• Journal of Korean Library and Information Science Society
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• v.42 no.1
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• pp.165-182
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• 2011

This paper attempts to portray the issues of intellectual freedom that confront librarians in developing collections in libraries. It is observed that the issue has hardly been drawn attention in Korea while, from various cases, concerns about intellectual freedom have been increased in many countries. Situated in this observation, this paper surveys various aspects of endeavors to protect intellectual freedom in information service settings. It is also stressed how such issues as free access to information, freedom to know, information barriers in public sectors, and freedom of expression are addressed in library world. Emphasis was also put on the meaning of intellectual freedom as viewed through some policy documents and guidelines in other countries and its implications.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.3
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• pp.575-583
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• 2017

Various types of flow patterns around the stepped weir and spillway, such as the skimming flow over such structures and the wave-type flow with a standing undular hydraulic jump and roller downstream of the structures, are developed in open channels. Unsteady three-dimensional numerical simulations are carried out using a hybrid RANS-LES turbulence modeling approach and the volume of fluid method for resolving free surface fluctuations to represent the turbulent flow including the skimming flow and wave-type flow over a stepped weir installed in a rectangular channel. The comparison of numerical results with an existing experimental measurement reveals that the present numerical simulations reasonably well reproduce the turbulent flow passing the stepped weir, in terms of time-averaged velocity profiles at selected locations downstream of the weir, flow topology characterized by the wave-type and skimming flows, the maximum height and length of the standing wave and the length of reattachment of recirculating zone. The numerical result further elucidates the distinct flow behaviors of the wave-type and skimming flow by presenting instantaneous intense variations of free surface and velocity vectors, the distributions of Reynolds shear stress and turbulent kinetic energy and three-dimensional complex features of coherent structures and total pressure distribution.

• Proceedings of the KSME Conference
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• 2001.06d
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• pp.419-424
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• 2001

This paper deals with the development of a new method that can obtain heat transfer coefficient and reference tree stream temperature simultaneously. The method is based on transient heat transfer experiments using two narrow-band TLCs. The method is validated through error analysis in terms of the random uncertainties in the measured temperatures. It is shown how the uncertainties in heat transfer coefficient and tree stream temperature can be reduced. The general method described in this paper is applicable to many heat transfer models with unknown free stream temperature.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.26 no.10
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• pp.1465-1471
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• 2002

This paper deals with the development of a new method that can obtain the heat transfer coefficient and the reference free stream temperature simultaneously. The method is experimentally verified through comparison with results in convective heat transfer experiments of a circular impinging jet using two narrow-band TLCs. The general method described in this paper is highly recommended to many heat transfer models with the unknown or ambiguous free stream temperature.