• Proceedings of the Korean Society of Precision Engineering Conference
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• 2007.06a
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• pp.83-84
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• 2007

• Korean Journal of Air-Conditioning and Refrigeration Engineering
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• v.13 no.5
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• pp.363-363
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• 2001

• Proceedings of the Speleological Society Conference
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• 2001.06a
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• pp.56-67
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• 2001

동강은 남한강의 지류 중 하나로써 동강 상류는 조양강으로 연결되고 동강과 서강(평창강)이 합류하는 영월읍 송하리가 최하류지점이다. 동강은 조양강과 서강을 잇는 51km 구간이고 석회암으로 인한 사행성계곡으로써 해발 250m에서 300m사이에 있다. 동강은 영월댐 건설예상지로 지정되면서부터 많은 사람들의 주목을 받아온 곳이다. (중략)

• Journal of the Korean Society of Costume
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• v.57 no.5 s.114
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• pp.33-44
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• 2007

The purpose of this study is to examine the roles and costume of Sodong as shown in the illustration of Choseon Delegation to Japan. Results of the study can be described as below. First, as shown in the illustration, Sodong played roles as Tongin and dancer. As Tongin, Sodong provided services or made errands for his seniors. In the other role, while, Sodong danced to comfort his seniors and show dances of Choseon to Japanese people. Second, Sodong wore Kwaecha over Sochangeui throughout his march with the delegation as Tongin. This is probably because the two clothes made him feel convenient and easily active. In both 1700s and 1800s, meanwhile, Sodong also wore Jikryeong and Cheolik. Third, Sodong wore Kwaecha over Sochangeui, or Danryeong and Nansam all the time when he navigated together with the delegation. When passing through Tsusima into the Japanese mainland, which meant starting international exchanges between Choseon and Japan, Sodong sticked to formality to the utmost by wearing Danryeong and Nansam. Fourth, Sodong wore Kwaecha over Sochangeui when he performed as dancer. The two clothes were also worn by Mudong during outdoor banquets in Choseon at that time. In addition, it is thought that Sodong wore Jikryeong, Danryeong and Nansam like when he marched or navigated together with Choseon Delegation.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.11 no.4
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• pp.81-89
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• 1991

An interesting property of meandering river patterns is that they slowly deform, as bank erosion on one side of a channel and deposition on the other side result in the location of the channel. In this study we used a sine-generated meander pattern proposed by Langbein and Leopold(1966) to develop a solution of a linear, second-order differential equation of transverse bed slope(bed topography) proposed by Odgaard(1986). A new model for transverse bed slope(bed topography), that accounts for the phase lag and the influence of the width to depth aspect ratio, was developed in this study and compared with results of field measurements.

• The Journal of Korean Medical History
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• v.20 no.1
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• pp.41-61
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• 2007

In 1607 a delegation was dispatched from Chosun to Japan (under the condition that prisoners of war were returned) to restore the destroyed relationship between the nations due to a war and to restore economic profits. This delegation later on became a delegation representing faith in each other. It contributed greatly to the Korea-Japan cultural exchanges in the 17th and 18th centuries. It was also a cornerstone for the exchange of Korea's distinguished studies as well as medical technology and Japan's results of international trade such as sweet potatoes, pepper, and tobacco. This thesis is one that discusses the study of documents produced during this process.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.33 no.4
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• pp.288-297
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• 2009

A serpentine channel geometry often used in a fuel cell has a strong pressure gradient between adjacent channels in specific regions. The pressure gradient helps some amount of reactant gas penetrate through a gas diffusion layer(GDL). As a result, the overall serpentine flow structure is slightly different from the intention of a designer. The purpose of this paper is to examine the effect of serpentine flow structure on current density distribution. By using a commercial code, STAR-CD, a numerical simulation is performed to analyze the fuel cell with high aspect ratio of active area. To increase the accuracy of the numerical simulation, GDL permeabilities are measured with various compressive forces. Three-dimensional flow field and current density distribution are calculated. For the verification of the numerical simulation results, water condensation process in the cathode channel is observed through a transparent bipolar plate. The result of this study shows that the region of relatively low current density corresponds that of dropwise condensation in cathode channels.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2008.10a
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• pp.7-12
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• 2008

근래에 들어 급속한 산업화에 따라 하천 고유의 특성을 간과한 채 개발 위주의 하천 정비사업이 시행되고 있으며 이는 하천의 인공화 및 생태계의 교란 등 많은 문제점을 낳고 있다. 이에 따라 하천 및 하도 환경에 미치는 영향이 심각할 뿐만 아니라 홍수 피해 또한 급격히 증가하고 있다. 지금까지의 치수 위주의 하천 정비를 벗어나 친환경적인 하천으로의 복원 사업이 필요한 실정이며, 이는 새로운 하천 관리 기술의 도입이 필요함을 의미한다. 따라서 본 연구에서는 항공사진과 GIS기반의 하천 시계열 분석을 수행하여 새로운 하천 관리 기술 도입에 응용할 수 있는 방안을 제시하고자 하였다. 분석을 위하여 댐 하류의 하천교란 및 적응현장 시범지역을 선정한 후 대상 지역의 항공사진을 GIS화하여 하천 교란 실태를 분석하는 데에 필요한 저수로와 제방 및 기타 자료를 shape 파일 형태로 생성하였다. 생성된 자료를 바탕으로 하천의 사행도 및 유로 변동 현황 분석을 실시함에 따라 하천의 변화 양상을 확인하였으며 대상 하천의 사행도 및 저수의 구체적인 제반 수치를 제시할 수 있었다. 또한 분석 결과를 바탕으로 현재 이루어지고 있는 하천의 정비 및 복원 사업이 하천의 흐름에 어떠한 영향을 미치는 지 예측을 가능하게 하였다. 본 연구에서 규명된 경년별 하천 형태의 변화 추세와 하천 부지의 물리적 특성 변화 양상을 기본 자료로 한다면 하천 관리에 있어 수리 수문학적 분석이 용이하리라 사료된다. 향후 연구에서는 GIS기반의 하천 관리 방안 수립에 대한 심층 연구가 뒤따라야 할 것이다.

• Water for future
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• v.28 no.4
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• pp.205-213
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• 1995

Flow in meandering channel is a great concern to civil engineers and may further be characterized as one of the key problems in river morphology. It is difficult to state generalized criteria for channel improvement applicable to any particular river. But it is important to provide some principles and quidelines for the design engineer. The objective of this experimental study is to suggest riprap size, principles and quidelines for the design engineer by the hydraulic model test. For the sake of effective uses for the bank stabilization, hydraulic model tests about riprap weight and size are performed and examing thoroughly. Riprap weight for the upstream of the curvature appex can be computed by U.S.B.R. and Brahms' equation, and the size by Mavis and Laushey's equation. Those for the downstream can be computed using Brahms' and Steinberg's equations, respectively.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.3
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• pp.173-180
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• 1992

A feature typical of natural rivers is the bend. The purpose of this study is to examine hydraulic and morphometric characteristics in channel bend reach by the deterministic approach. Cross section shape factor, "As" is suggested for a new cahracteristic factor of channel bend reach analysis. The variation of this new factor along the river reach showed the location of the concentration of the force due to the current all over the reach, that is curved or not. Some general meander factors are used for correlation with new factor suggested, and the applicability of "As" is verified. The range R/W values are concentrated 2~4, the meanning of this value can be regarded to the warning for bank erosion or breaking. And this paper dealt with prediction of cross section bed shape variation.