• 한국추진공학회지
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• 제26권2호
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• pp.28-39
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• 2022

배기플룸 주위에 물을 분사할 경우 배기플룸에서 방출되는 장파장 적외선에 대한 특성을 알기 위하여 실험적인 방법으로 연구를 수행하였다. 배기플룸을 생성하기 위하여 마이크로 제트엔진을 사용하였으며, 배기노즐 주위에 8개의 물 분사노즐을 배치하였다. 물을 배기플룸과 평행하게 분사하여 배기플룸을 감싸거나, 또는 배기플룸 내에 물을 분사하는 두 가지 분사각도를 적용하였다. 장파장 적외선 신호 측정결과 물을 배기플룸과 평행하게 분사할 경우 물 분사유량에 따라 적외선 신호는 감소되었다. 배기플룸 내에 물을 분사할 경우, 적외선 신호는 배기플룸만 분사하는 경우보다 오히려 큰 값을 나타내는 것으로 측정되었다.

• Ocean and Polar Research
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• 제25권4호
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• pp.437-446
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• 2003

Field measurements of directional waves were carried out during the summer of 2002 at two coastal sites in water of finite depth. A couple of general purpose instruments were used employing acoustic Doppler technology. The aim of the study was to investigate the spatial behavior of the directional movement of waves as they come ashore. In total,74 tests were carried out during which sea states of low to moderate intensity were recorded. A great number of these runs displayed bimodal characteristics of the spreading function at high frequencies. It was found that in general, the frequency-integrated directional width tends to broaden as the water shoals and when refraction effects are negligible. This is attributed to wave-wave interactions that become pronounced in shallow water. The same directional width showed, also, a tendency to increase with increasing peak frequency of the sea state spectrum. The behavior of the kurtosis of the spreading function was also examined. It was found that for higher frequencies this index tends to increase in wave spectra above a certain sea severity threshold.

• 수산해양기술연구
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• 제30권1호
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• pp.25-32
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• 1994

An underwater speaker was made of a moving coil driver unite of usual speaker, acryl-boards, polyester resin, rubber and castor oil and it's frequency characteristics was measured in range of 250~600Hz in air water tank and sea. The results of measurements are follows: 1. Transmitting and receiving frequency of measurement frequency were similar in air, water tank and sea. 2. The input and output wave forms of a manufactured speaker which is not water-proof in air were similar to each other in 300~450Hz, but other frequencies showed distorted wave forms. 3. The input and output wave forms of an underwater speaker in water thank and sea were similar to each other in 250~600Hz. But output wave forms showed combination waves with very low frequency. 4. Transmitting and receiving frequency wave forms and resisting pressure of an underwater speaker at 80m in the depth of water were in good condition. Therefore it can be possible to use it as an underwater speaker.

• 한국해안해양공학회지
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• 제14권1호
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• pp.34-40
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• 2002

본 연구에서는 해안선 부근의 장주기파가 해안침식과 관련이 있음에 주목하며 심해파의 특성으로부터 천해역의 장주기파의 파고를 추정하기 위해 파고계 3대를 해안으로부터 외해방향의 해안종단 방향으로 일직선상에 배치하여 현장관측을 실시하고 그 결과를 분석하였다. 아울러, 장주기파의 발생기구에 관한 기존의 이론을 현장관측을 통해 검증하고, 장주기파의 발생기구를 토대로 심해파 제원과 천해역의 장주기 파고와의 관계를 검토하였다. 관측된 장주기파는 기존의 이론과 대체적으로 일치하였으며, 심해파와 장주기파 사이에는 선형적인 대응이있음을 확인하였다. 또한, 장주기파의 공간적·시간적 변화를 추가하기 위하여 각 지점별로 관측된 장주기파를 합성함으로서 장주기파의 파고를 계산하였다. 그 결과, 장주기파와 심해파 사이의 관계는 더욱 뚜렷한 경향을 나타내었으며, 양자로부터 장주기파의 추정식을 도출할 수 있었다. 따라서, 이를 이용함으로서 해당지역의 천해역에 존재하는 장주기파랑의 규모가 심해파랑의 자료로부터 예견될 수 있을 것으로 사료된다.

• 한국수자원학회논문집
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• 제46권5호
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• pp.491-504
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• 2013

본 연구에서는 shelf 지형을 대상으로 불규칙파를 적용한 2차원 쇄파변형 수리실험과 Boussinesq형 방정식을 이용한 수치해석을 수행하였다. 유의파고, 유의파봉고, 유의파곡고, 평균수위 및 안정파고와 같은 쇄파특성을 수리실험자료로부터 분석하였고, 실험결과와 Boussinesq형 방정식의 해석결과를 비교하였으며, 두 결과는 비교적 잘 일치하였다. 일정수심상에서의 불규칙파의 쇄파후 안정파고는 수심의 약 0.56배로 분석되었다.

• 한국수소및신에너지학회논문집
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• 제21권1호
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• pp.35-41
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• 2010

Water management is an important issue of PEM fuel cell operation. Water is the product of the electrochemical reactions inside fuel cell. If liquid water accumulation becomes excessive in a fuel cell, water columns will clog the gas flow channel. This condition is referred to as flooding. A number of researchers have examined the water removal methods in order to improve the performance. In this paper, a new water removal method that investigates the use of vibro-acoutic methods is presented. Piezo-actuators which are devices to generate the flexural wave are attached at the end of a cathode bipolar plate. Flexural wave is used to impart energy to resting droplets and thus cause movement of the droplets in the direction of the traveling wave.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2006년 창립20주년기념 정기학술대회 및 국제워크샵
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• pp.373-376
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• 2006

In general, a method for generating irregular wave by combination of component waves obtained from linear wave theory is widely used. In these method, however, mean water surface elevation is rising from time to time because of nonlinear effect of wave. In this study, for the rising problem of mean water surface elevation and stabilization of calculation from time to time, mass transport velocity for horizontal velocity at wave source position is considered. The rising problem of mean water surface elevation is checked by comparing calculated wave profile from numerical technique proposed in this study with target wave profile at wave source position in numerical wave tank by using CADMAS-SURF code. And, by generating irregular wave, the validity of wave overtopping rate estimated from this numerical analysis is discussed by comparing computed results with measured results in hydraulic model experiments for vertical seawall located on a sloping sea bottom. As a results, the computations are validated against the previously experimental results by hydraulic model test and numerical results of this study and a good agreement is observed. Therefore, numerical technique of this study is a powerful tool for estimating wave overtopping rate over the crest of coastal structure.

• 한국해안해양공학회지
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• 제2권2호
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• pp.83-95
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• 1990

현재 해안공학에 있어서 불규칙파랑을 표현하는 방법으로서 스펙트럼분석법과 파별해석법이 있다. 그 중,스펙트럼해석법은 수심이 깊고 입사파랑의 분산성이 큰 영역에, 파랑분석법은 수심이 얕고 비선형성이 강한 영역 및 석파와 같은 불연속현상을 취급할 경우에 각각적용 되어진다. 그러므로 현지 불규칙파랑장을 계통적으로 취급하기 위해서는 어느 수심영역에서 스펙트럼해석으로부터 파별분석으로 전의해야 할 것인가에 대한 연구가 필요하게 된다. 본 연구는 현지 불규칙파랑의 전파에 의한 변형을 계통적으로 취급할 수 있는 구체적인 방법을 확립하기 위해서 행한 일연의 연구로서 입사파랑의 방향분석이 없는 2차원 불규칙파에 대한 천수을 행하여 스펙트럼해석법의 적용한계, 스펙트럼에서 추정되어지는 파고, 주기의 결합확률분포, 불규칙파의 천수, 석파변형에 대한 파별분석법의 적용한계 등에 대해서 검토한 것이다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.255-264
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• 2009

Soils containing vanishing materials lead changes in the microstructure of particulate media due to water inflow. Thus, dissolution renders some local unstability. As the moisture contents decease, the component of the vanished materials may affects on the cementation of paniculate materials. This cementation phenomenon has a huge influence on the stiffness, strength and stability under lower stress level. The goal of this study is to introduce the cementation effects on a compressional wave velocity, a shear wave velocity, and the resonant frequency of shear waves. The glass bead and salt water with different mole contents are used. Test results show that the changes of shear and compressional wave velocities consist of three stages. In the first region, compressional wave velocities increase and shear wave velocities decrease with a decreases in reducing water contents from 100% to 90~95%. In the second region, shear and compressional wave velocities become stable at 90~95% to 10% of the water contents. In the third region, shear and compressional wave velocities increases dramatically with a decrease in the water content due to the capillary force and cementation of salt. Furthermore, the resonant frequency of the shear waves shows similar phenomenon. Specimens prepared by glass beads and salt water are proved to be able to provide a meaningful insight in under structural behaviors of the cementation.

• International Journal of Naval Architecture and Ocean Engineering
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• 제3권1호
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• pp.95-104
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• 2011

As sea state harsher in the ocean space, more large motion and wave loads occurs on ships hull by non-linear phenomena. To consider nonlinear effect on ships hull in the structural design verification, the direct calculation method with numerical approach is used rather than rule values for the reliable accuracy. In this paper, the non-linear wave loads analysis in time domain is performed by using a Rankine Panel Method together with numerical schemes. Linear calculations have been carried out based on DNV CSA-2 notation to generate the motion responses and wave loads of large ships. By short and long term analysis, the design wave amplitudes are selected for the nonlinear analysis. The maximum wave induced bending moment in hogging and sagging conditions are calculated in the nonlinear analysis. Also, the green water effect on the wave induced vertical bending moment was investigated. The results show the vertical bending moments are more influenced by green water in sagging condition than in hogging condition due to green water loading.