• Journal of Ocean Engineering and Technology
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• v.20 no.1 s.68
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• pp.63-68
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• 2006

Recently, it has been widely recognized that coastal vegetations may have great value in supporting fisheries, protecting from wave attack, stabilizing the sea bed and maintaining good scenery. Hydrodynamic factors play a major role in the functions of water quality and ecosystems. However, the studies on physical and numerical process of wave propagation are few and far behind compared to those on the hydrodynamic roles of coastal vegetations. In general, Vegetation flourishing along the coastal areas attenuates the incident waves, through momentum exchange between stagnated water mass in the vegetated area and rapid mass in the un-vegetated area. This study develops a numerical model for describing the wave attenuation rate in the complex topography with the vegetation area. Based on the numerical results, the physical properties of the wave attenuation are examined under various wave, geometric and vegetation conditions. Through the comparisons of these results, the effects of the vegetation properties, wave properties and model parameters such ac the momentum exchange coefficient have been clarified.

• Journal of the Korean Society of Clothing and Textiles
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• v.25 no.9
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• pp.1571-1582
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• 2001

한국 전통 의상인 한복 치마의 형태는 천의 특성에 크게 좌우된다. 이에 본 연구에서는 직물의 물성과 착장시 한복 치마 형태의 관계를 규명하고자, 8가지 직물을 선택하여 물성을 측정하고, 비접촉 3차원 인체계측시스템을 이용하여 , 치마 착장시의 5개 수평단면, 2개 수직단면을 작성하였다. 수직 단면에서는 실루엣을 나타내는 각도, 수평단면에서는 단면의 부피감과 드레이프의 형태를 나타내는 노드 간격, 거리, 각도를 측정하였다. 첫째, 경연도, 신장률, 실 두께, 직물 무게의 직물물성요인에 따라 실험 직물은 4집단으로 분류되었다. 둘째, 직물의 물성과 노드의 형태의 관계를 살펴본 결과, 직물이 뻣뻣하고 가벼울수록, 치마윗부분의 각도가 커지며 , 부드럽고, 신축성 이 있고, 무겁고, 두꺼운 실로 짜여지면, 튜블러 형태 의 실루엣을 나타내었다. 셋째 , 수직 단면도상 치마 위쪽과 아래쪽의 퍼짐각도 및 수평단면상의 둘레, 노드간의 거리, 가장 긴 파고와 같은 단면 계측치는 직물물성에 따라 추정 이 가능한 것으로 나타났다.

• Journal of the Korean Society for Marine Environment & Energy
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• v.3 no.2
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• pp.49-59
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• 2000

Wave distribution in Jangjeon Harbour is numerically simulated for an optimum design of the harbour facilities. A deep-water design wave is estimated based on stochastic extreme wave analysis of wind data in the vicinity of the harbour, and it is applied to the boundary condition at open sea. Boussinesq wave theory that includes effects of frequency dispersion and nonlinearity is employed for the wave simulation. The porosity and sponge layer are adapted at beach to depict partial reflection and complete absorption of waves, respectively. The design wave for breakwater is computed in global domain with coarse grids and the wave distribution inside of wharf is simulated in local domain with fine grids.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.206-206
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• 2011

산지하천의 경우 집중호우 발생 시 급류나 범람, 산사태 등으로 인명과 재산 피해가 발생하며, 하류지역에는 홍수에 의한 피해가 증가하고 있다. 특히 강원도의 경우 2002년 태풍 루사, 2003년 태풍 매미, 2007년 집중호우 등으로 대규모 홍수피해가 발생하였다. 이를 계기로 강원도는 홍수에 대비하기 위해 초음파 수위계를 도내 주요 하천에 설치하고, 실시간으로 모니터링하며 긴급히 재난에 대비할 수 있는 재해 예 경보 시스템을 갖추었다. 초음파 수위계는 설치와 유지보수가 간단하며 실시간으로 계측자료를 전송하기 때문에 모니터링에 효과적이지만 온도나 습도 등과 같은 환경적 요건에 따라 초음파의 측정에 오차가 나타나며, 초음파가 반사되는 짧은 시간동안 측정된 수위는 홍수시 발생될 수 있는 파고의 영향이 많이 나타나 수문해석에 사용될 수 있는 수위를 대변하지 못하는 경우가 많다. 본 연구에서는 강원도의 양양남대천의 중류에 있는 놀골교를 선정하고, 기 설치된 초음파 수위계와 신규 설치한 부자식 수위계의 수위자료를 비교하였다. 두 수위자료의 비교분석은 유량에 따라 홍수위, 평수위, 갈수위로 구분하여 이루어졌다. 초음파 수위계에 의한 측정자료는 잡음이 많이 발생하였고 온도에 의한 영향이 많으며, 부자식 수위계에 비해 큰 수위로 측정되는 것으로 나타났다. 유량에 따라 비교하였을 때 홍수위에서는 수위를 과대관측하고 평수위, 갈수위에서는 수위변동의 폭이 심한 것으로 나타났다.

• Journal of the Korean Institute of Telematics and Electronics
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• v.5 no.2
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• pp.8-14
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• 1968

A linear current-pulse discriminator consisting: of a transistor monostable multivibrator and a Si tunnel diode is described. The input currant pulse range is about 50$\mu$A~5.23mA. The measured maximum linearity deviation is $\pm$0.75% in the input current pulse range mentioned above. The pulse resolving ability of the discriminator measured depends upon the bias current through the T, D. ; and, under the reverse bias current of 3mA, the resolving time is 2rs if allow the excess pulse amplitude of 5%. The threshold stability of the discriminator depends mainly upon the stability of the peak current Ip of the T. D. ; and, under the ambient temperature variation from $0^{\circ}C$ to 5$0^{\circ}C$, no bigger threshold variation than the maximum linearity deviation, i. e. $\pm$ 0.75%, was observed.

• Journal of the Korean Institute of Telematics and Electronics
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• v.4 no.2
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• pp.3-15
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• 1967

In the design of a portable Gamma-ray transistorized steel pipe thickness gauge, a pulse height discriminator and an anti-coincidence circuit could be eliminated by using a thin, less than 1/2inch, NaI(Tl) scintillation crystal in the detecting probe. This method could provide an economic design and fabrication of a gamma-ray back-scattering gauge allowing allmost the same accuracy and stability compared with the exsisting method. A gauge had been designed and fabricated with the above method and its accuracy was experimentall tested for the 200$^{\circ}C$ high temperature steel pipes. The result showed that the thermal drift was less than y percent which was acceptabel in the practical applications.

• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.19 no.1
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• pp.155-161
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• 2005

Nonlinear electronic loads used at office buildings distort the voltage and current waveform that cause the overheating of transformer losses, ELB(Electrical Leakage Breaker) tripping, and so on. This paper analyzed waveform distortion characteristics at several once buildings by comparing with magnitude of voltage and current harmonics, crest factor of voltage and current, phase voltage and current unbalance. As a consequence, severe current waveform distortion in phase and neutral line by harmonics and high current unbalance rates by unbalanced using of single loads among the three phases are investigated. The results of the study can be used in making decisions regarding reasonable and economical operating of loads at office buildings.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.3 no.3
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• pp.163-169
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• 1991

Sixty seven regular wave tests were performed in a wave-current flume to investigate proper-ties of waves breaking on irregular slope profiles. In these tests, 1/10, 1/20 beach slopes were made using angles and plywoods. A little differences were found in such properties as breaker depth and height indices. runup for plane slopes comparing with other laboratory experiments. however. for smaller deepwater wave steepness, measured breaker height and depth data values were smaller than other formulas. On wave runup agreement was good between experiments and Hunt formula. however. measured data values were influenced by number of breaking. Significant differences were found in breaker depth index for plane and barred slopes. Wave height decay after breaking was found to be smaller than Dally et al.'s formula (1984).

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.5 no.3
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• pp.198-203
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• 1993

Hydraulic experiments were carried out to investigate the reflection characteristics of perforated breakwaters in regular wave conditions varying the width of wave chamber and the shape of perforated wall. It was found that the reflection coefficient of the perforated breakwater was very sensitive to the change of wave chamber width. giving its minimal value when the width of the wave chamber is approximately 0.2 times the wave length in the wave chamber. This phenomenon may be resulted from the wave resonance inside the wave chamber. The reflection coefficients slightly varied for all shapes of perforated wall. i.e., vortical slit, horizontal slit or circular hole. However, the reflection trend of the structure was not significantly affected by the shape of the perforated wall.

• Journal of the Society of Naval Architects of Korea
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• v.29 no.4
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• pp.75-86
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• 1992

This paper reports theoretical and experimental investigation into the added resistance of SWATH ships in waves. It was revealed from the experimental investigations on various SWATH models that the resistance of the SWATH models in waves is considerably reduced over part of the speed range as the wave height increases. As a first step to Identify it, the first and second order wave forces have been investigated barred on a linearised 3-D diffraction theory together with simplified boundary conditions and same results are reported herein. Also, the speed performance of SWATH ships in rough seas is compared with those of equivalent monohulls as well as with those of advanced high speed marine vehicles.