• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.40 no.8
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• pp.647-654
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• 2012

Supercooled large droplet issues in aircraft icing have been continually reported due to the important safety considerations. In order to simulate the impingement behavior of large droplets, a two-dimensional and compressible Navier-Stokes code was developed to determine the flow field around the test model. Also, the Eulerian-based droplet impingement model including a semi-empirical approach for the droplet-wall interaction process and droplet break-up was developed. In particular, the droplet-wall interactions were considered as numerical boundary conditions for the droplet impingement simulation in the supercooled large droplet conditions. Finally, the present results were compared with the experimental test data and the LEWICE results. The droplet impingement area and maximum collection efficiency values between present results and wind tunnel data were in good agreements. Otherwise, the inclination of collection efficiency of the present result is over-predicted than the wind tunnel data around a lower surface of the NACA 23012 airfoil.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.3 no.2
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• pp.53-58
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• 1998

Ekman layer equation with rough-bottom boundary condition has been solved to determine the effect of roughness on the magnitude of Ekman veering. The bottom boundary condition and the flow field were expanded in a power of roughness (h) which is always smaller than the Ekman layer thickness (${\delta}_E$). By changing the magnitude of roughness parameter (h/${\delta}_E$), the magnitude of the veering, which rotates counterclockwise from the interior geostrophic flow, has been computed. At a fixed depth within the Ekman layer, the magnitude of veering increases as the roughness parameter increases. However, the cross-isobar flux turns out to decrease with increasing roughness. To verify the analytic solution, laboratory experiments were carried out. Rough-bottom cylinderical container filled with homogeneous fluid was sit on a rotating table. The flow pattern during the period of steady spin-up shows that the degree of veering coincides well with the analytic results for various roughness parameters.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.41 no.9
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• pp.615-622
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• 2017

A normal shock wave is initially formed in the shock tube that migrates towards the closed end of the tube, which, in turn, leads to the reflection of shock. Due to the interaction of the reflected shock with the boundary layer, bifurcation of the shock wave takes place. A shock train will be generated after the bifurcated shock wave approaches the contact surface. Until now, only a few studies have been conducted to investigate this shock train phenomenon inside the shock tube. For the present study, a CFD analysis has been performed on a two dimensional axisymmetric model of a shock tube using unsteady, compressible Navier-Stokes equations. In order to investigate the detailed characteristics of the shock train phenomenon, quantitative studies have been performed by varying shock tube length, diameter under fixed diaphragm, and pressure ratio inside a shock tube.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.3 no.4
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• pp.341-348
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• 2005

Bentonite has been considered as a candidate buffer material in the underground repository for the disposal of high-level radioactive waste because of its low permeability, high sorption capacity, self sealing characteristics, and durability in nature. In this study, the potential for separation of bentonite particles caused by the groundwater erosion was studied experimentally for a Korean Ca-bentonite under the relevant repository conditions. Results showed that bentonite particles can be generated at the bentonite/granite interface and mobilized by the water flow although the intrusion of bentonite into fracture by swelling pressure was observed to be small. Different processes of mobilization of theses colloids from the compacted bentonite block have been identified in this study. The concentration of particles eluted in water was increased as the flow rate increased. Thus the result reveals that the erosion of the bentonite surface due to the groundwater flow together with intrusion processes is the main mechanism that can mobilize bentonite colloids in the fracture of the granite.

• Journal of the Korean Wood Science and Technology
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• v.12 no.4
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• pp.47-52
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• 1984

본(本) 연구(硏究)는 연필향나무(Juniperus virginiana L.) 지재(技材)내에 형성(形成)된 압축이상재(壓縮異常材)(compression wood) 및 대응재(對應材)(opposite wood)에 관한 주사전자현미경적(走査電子顯微鏡的)인 특성(特性)을 비교(比較)하기 위하여 수행(遂行)되었는데 그 결과(結果)는 다음과 같다. 1. 압축이상재(壓縮異常材)의 가도관(假導管) 이행(移行)은 연륜(年輪)의 경계부(境界部)를 제외하고는 점진적(漸進的)이나 대응재(對應材)의 가도관(假導管) 이행(移行)은 급진적(急進的)이다. 그리고 대응재(對應材)에 있어서 추재율(秋材率)은 변이(變異)가 심하며 추재(秋材) 가도관(假導管)의 배열(排列)은 불균일(不均一)하다. 2. 압축이상재(壓縮異常材) 및 대응재(對應材)의 가도관(假導管)은 그 횡단면(橫斷面)의 모양(模樣)이각각 둥근형 및 모난형이다. 그리고 압축이상재(壓縮異常材)와 대응재(對應材) 모두에서는 큰 가도관(假導管)과 작은 가도관(假導管)이 혼재(混在)되어 있으나 나선상(螺旋狀)의 째짐이 가도관(假導管)의 막(膜)에 존재(存在)하지 않으며 세포간극(細胞間隙)은 경계부(境界部)를 지니는 경우가 있는데 압축이상재(壓縮異常材)에만 존재(存在) 한다. 3. 분야막공(分野膜工)에 있어서 압축이상재(壓縮異常材)의 막공구(膜孔口)는 대응재(對應材)의 것보다 가도관(假導管)측의 막공록(膜孔綠)이 더 넓기 때문에 더 좁으며 경사(傾斜)가 급한 타원형(楕圓形)을 나타낸다.

• Proceedings of the Korea Water Resources Association Conference
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• 2004.05b
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• pp.1366-1370
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• 2004

한강은 남한 제1의 하천으로 지리적으로 한반도의 중심부에 위치하여 동에서 서로 흐르는 대하천이다. 매년 발생하는 홍수에 대한 한강하류부의 홍수관리는 대단히 중요하다. 본 연구는 한강의 지천유입량이 한강본류 수위에 미치는 영향을 수리학적 홍수추적 모형을 이용하여 분석하였다. 수리학적 홍수추적 모형은 하천의 지형적 특성과 여러인자들을 반영하여 하천의 흐름을 해석하기 때문에 하천에 설치되어 있는 교량, 수중보, 지천유입량, 조도계수 등을 적절히 반영하였을 때 보다 정확한 결과를 얻을 수 있다. 본 연구에서는 1차원 부정류 흐름으로 해석하였으며 미국 NWS(National Weather Service)에서 기존의 DWOPER 모형과 댐파괴 모형인 DAMBRK 모형을 통합하여 개선한 FLDWAV 모형을 사용하였다. 이 모형의 지배방정식은 연속방정식과 운동량방정식으로 구성되어 확장된 Saint-Venant 방정식이고, 수치기법으로는 가중4점음해법을 이용하려 비선형 연립방정식을 Newton-Raphson 방법으로 해석한다. 모형의 상류경계는 팔당댐 시간 방류량을 하류경계로는 전류수위표 지점의 수위를 이용하였다. 한강하류부에는 많은 지천들이 흘러들어 유입되고 있는데 지천유입량이 한강수위에 미치는 영향을 분석하기 위하여 비교적 유역면적이 큰 왕숙천, 탄천, 중랑천, 안양천 등의 지천유입량을 고려하였다. 2000년과 2001년에 발생한 2개의 실측사상을 FLDWAV 모형을 이용하여 계산된 수위값과 검증해 본 결과 실측수위를 잘 재현하고 있는 것을 알 수 있었다. 검증된 모형을 가지고 동일한 사상에 대해서 지천 유입량을 고려하지 않고 모의를 한 결과 지천유입량을 고려하였을 때와 고려하지 않았을 때의 지천유입량에 대한 수위상승량은 $1\~5cm$ 정도로 나타났다. 지천유입량에 의한 수위상승이 어느정도 일어나고 있지만 홍수기간에 이 정도의 수위상승은 한강의 흐름이나 한강하류부에 설치된 구조물의 침수피해에 크게 영향을 주지않을 것으로 판단되었다. 한강하류부의 수위는 지천유입량의 영향보다는 팔당댐의 방류량에 의해서 좌우되고 있고 홍수시에는 한강의 수위상승으로 인하여 지천에 미치는 배수영향이 훨씬 더 클 것으로 판단된다.

• Journal of the Korean Geosynthetics Society
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• v.2 no.1
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• pp.47-55
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• 2003

The effects of fiber composition factors of 14 geotextiles which are thickness, porosity, fiber length and diameter etc. on the transmissivity were examined and in-plane permeability of geotextiles under thickness change, transmissivity, confined load were analyzed by the constitutive equations. And the effects of laminar structure on the permittivity of laminar geotextile composites which were manufactured with fiber packing densities were assessed. Transmissivities were increased with thickness of geotextiles and in-plane permeability coefficients were increased with porosity and fiber diameter. The effects of porosity were decreased with normal stress and slightly increased with fiber length. Transmissivities were increased with fiber diameter and showed same tendensy for the same fiber length. Permittivities of laminar geotextile composites were influenced by the waterhead loss in the inner interface and the connection shape of these composites to water path was interpreted as bell mouth type or soft flux pipe type.

• Journal of the Korean Society of Marine Environment & Safety
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• v.20 no.1
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• pp.18-25
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• 2014

In spite of being reduced the numbers of vessel registered, there are increasing the numbers of total marine accidents and collision accidents. For recent 5 years from 2008 to 2012, it was analyzed that the collision accident is highest rank by 37 % among the marine accidents and the fishing vessel is highest by 58 % in these collision accidents and also the small fishing boat under 20tons is highest by 26 % on them. Over the half of the collision accidents by 56 %, they couldn't find each other to just before the collision situation. In this result, it was known that collision accidents almost to be occurred by the poor look-out in each other. Therefore, it was suggested the requirements to the fishing vessels in a side of crew, education and exercise, and navigation equipments to reduce the collision accidents by examining the navigation patterns and concerning laws of them.

• Korean Journal of Optics and Photonics
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• v.22 no.2
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• pp.108-113
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• 2011

In this paper, we propose the complex differential diagram to classify surface plasmon waveguide modes with single interface. To date, surface plasmon waveguide modes are classified using the sign change of the group velocity in the dispersion relation that describes the interrelations between the real wavenumber of the propagation direction and the photon energy. The surface plasmon waveguide modes have the wavenumbers of the direction perpendicular to that in which the wave propagates as well as of the propagation direction, so it is necessary to classify the modes using all of these wavenumbers. The complex differential diagram is a graphical representation with variables of the difference between the real component and the imaginary component of the wavenumber. Using this diagram, the specific mode classification is possible, and it is easy to comprehensively analyze the wavenumber as the function of the photon energy.

• Journal of the Society of Naval Architects of Korea
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• v.39 no.3
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• pp.28-40
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• 2002

Turbulent flows around two-dimensional wing sections in ground effect are analysed by incompressible RANS equations and a finite difference method. The Baldwin-Lomax algebraic turbulence model is used to simulate high Reynolds number flows. The main purpose of this study is to clarify the two-dimensional ground effect and its flow characteristics due to different ground boundary conditions, i.e., moving and fixed bottom boundary. As a first step, to validate the present numerical code, the computational result of Clark-Y(t/C 11.7%) is compared with published numerical results and experimental data. Then, NACA4412 section in ground effect is calculated for various ground clearances with two bottom boundary conditions. According to the computational results, the difference in the lift and moment simulated with the two bottom boundary conditions is negligible, but the drag force simulated by the fixed bottom is to some extent smaller than that by the moving bottom. Therefore, it can be concluded that the drag force measured in a wind tunnel with the fixed bottom could be smaller than that with the moving bottom.