• 한국수자원학회논문집
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• 제32권6호
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• pp.649-655
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• 1999

본 연구에서는 정현파와 크노이드파를 입사파로 이용하여 주기파의 최대 처오름높이를 수치해석하였다. 크노이드파의 최대 처오름높이는 파장이 매우 짧아지면 정현파의 처오름높이에 접근하며, 파장이 길어지면 고립파의 처오름높이와 유사한 성질을 갖는다. 동일한 파고로 입사할 경우, 크노이드파의 최대 처오름높이는 정현파의 처오름 높이보다는 항상 큰 반면에, 고립파의 처오름높이보다는 항상 작다는 것을 보였다.

• 한국해양공학회지
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• 제28권4호
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• pp.331-337
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• 2014

We analyzed the 3-D characteristics of the dynamic response of seabed around a submerged breakwater due to wave loading using a 3-D numerical scheme (LES-WASS-3D). Using our model, which considers the wave-structure-sandy seabed interactions in a 3-D wave field, we were able to investigate the 3-D characteristics of the pore-water pressure in the seabed around the submerged breakwater under various incident wave conditions. To verify the 3-D numerical analysis method suggested in this study, we compared the numerical results with the existing experimental results and found good agreement between them. The numerical analysis reveals that high pore-water pressure in the seabed is generated below a large wave height at the front slope of the submerged breakwater. It was also shown that the non-dimensional pore-water pressure in the seabed increases as the wave period increases because the wave energy dissipation decreases on the submerged breakwater and seabed as the wave period increases.

• 물과 미래
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• 제20권4호
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• pp.249-256
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• 1987

유한수심의 해역중에 잠겨있는 고정된 2차원 구조물에 작용하는 파력을 경계요소법의 선형요소에 의해 해석하였다. 파력은 2차원 선형과 이론으로부터 해석하였으며, 입사파 방향은 무한히 긴 구조물의 직각방향으로 진행한다고 가정하였다. 본 연구에서는 바닥위에 놓여있는 반원 및 원형 단면 송유관, 수중에 잠겨있는 단면 송유관 그리고 임의 형상의 잠제에 작용하는 파력에 관해 해석하였다. 본 계산의 신뢰도를 검증하기 위하여 기존의 실험적, 이론적 결과 및 수치결과와 각각 비교하였다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제7권6호
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• pp.951-963
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• 2015

The water wave characteristics of Bragg reflections from a train of fixed floating pontoon breakwaters was studied numerically. A numerical model of boundary discretization type was developed to calculate the wave field. The model was verified by comparing to analytical data in literature and good agreements were achieved. Series of parametric studies were conducted systematically to investigate the dependence of the reflected coefficients by the Bragg scattering on the design variables, including the spacing between the breakwaters, the total number of installed breakwaters, the draft and width do the breakwater, and wave length. Certain wave characteristics of the Bragg reflections were observed and discussed in details which might be of help for practical engineering applications in shoreline protection from incident waves.

• 한국해양공학회지
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• 제26권3호
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• pp.33-38
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• 2012

The aim of this experimental study was to analyze the effect of the shape parameters and chamber pressure of a land-based oscillating water column (OWC) in regular incident waves. The magnitude of the free surface elevations inside the chamber was measured in a two-dimensional wave tank for various chamber skirt drafts and bottom slope angles. The surface elevations were also measured under both open chamber and partially open chamber conditions. From these measurements, the optimum shape of the OWC device could be predicted for the maximum wave energy conversion efficiency. It was found that the resonance frequency of the OWC system associated with incident waves moved toward the long wave region with increments of the draft of the chamber skirt and bottom slope. The behavior of the free surface elevation inside the chamber was also found to be dependent on the chamber pressure.

• 한국해안해양공학회지
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• 제14권1호
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• pp.8-18
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• 2002

본 논문에서는 밑이 뚫린 원통형 진동수주 파력발전장치에 의한 파 에너지 흡수효율을 살펴보았다. 경계치 문제는 공기실내의 변동압력이 없을 때 입사파에 의한 산란문제와 공기실 내부의 변동압력에 의한 방사문제로 나누어진다. 공기실 내에서 공기 흐름에 대한 연속방정식을 적용하여 변동압력을 구하였다. 이로부터 진동수주 파력발전장치가 흡수한 시간평균 마력과 에너지 취득 폭을 구하였다. 수치계산에서는 원통형 공기실의 반지름과 잠긴 깊이 그리고 입사파의 주파수를 바꿔가면서 공기실 내부의 유량 변화와 에너지 취득 폭을 살펴보았다. 수학적으로 구한 최적의 터빈 상수를 대입하며 구한 에너지 취득 폭의 최대값은 원통형 공기실의 공진 모드 중에서 첫 번째 공진 모드인 Helmholtz모드에서 나타난다. 따라서 효율적인 파력발전장치를 제작하기 위해서는 설치될 해역의 파의 주파수와 공기실의 고유주파수가 일치되도록 공기실의 형상을 설계하여야 한다.

• 한국해양환경ㆍ에너지학회지
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• 제17권3호
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• pp.182-188
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• 2014

진동수주형 파력발전시스템의 성능은 OWC챔버의 형상 뿐만 아니라 입사파의 각도와 터빈의 효과로 인한 압력강하등과 같은 작동환경의 영향도 받는다. 기존의 대부분 연구들은 파랑에너지 흡수효율에 초점을 맞췄기 때문에 입사파 방향이 OWC챔버 입구면과 직각을 이룬다는 가정 하에 수행되었다. 하지만 실해역에서는 입사파가 해양환경에 따라 사파의 형태로 입사하게 될 것이고, 고정식 구조물인 경우에는 그 영향이 더욱 지배적이다. 본 논문은 실험 및 수치해석적인 방법으로 사파중 OWC챔버의 성능에 대하여 고찰하였다. 실험은 3차원 조파수조를 이용하여 다양한 입사파 각도조건에서 수행하였다. 터빈의 영향을 고려하기 위하여 오리피스를 적용하여 챔버내 진동수주의 수위 변동을 계측하였다. VOF모델을 기반으로 한 수치조파수조를 구축하여 실험과 동일한 조건으로 계산을 수행하여 실험결과와 비교분석하여 공기실과 그 인근의 유동변화를 고찰하였다.

• 한국항해항만학회지
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• 제36권2호
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• pp.97-103
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• 2012

Overtopping Wave Energy Convertor (OWEC) is an offshore wave energy convertor, which comprises the circular ramp and reservoir. It collects the overtopped waves and converting water pressure head into electric power through the hydro-turbines installed in the vertical duct, which is fixed in the sea bed. The performance of OWEC can be represented by the operating water heads of the device, which depends on the amount of the wave water overtopping into the reservoir. In the present paper, the reservoir with the duct connecting to the sea water are studied in the 3D numerical wave tank, which has been developed based on the computational fluid dynamics software Fluent 6.3. Both the overtopping motion and the discharges of the reservoir are investigated together, and several shape parameters and incident wave conditions are varied to demonstrate their effects on the performance of OWEC.

• Ocean Systems Engineering
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• 제4권3호
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• pp.201-213
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• 2014

Wave run-up is an important issue in offshore engineering, which is tightly related to the loads on the marine structures. In this study, a series of physical experiments have been performed to investigate the wave run-up around a vertical cylinder in transitional water depth. The wave run-ups of regular waves, irregular waves and focused waves have been presented and the characteristics in frequency domain have been investigated with the FFT and wavelet transform methods. This study focuses on the nonlinear features of the wave run-up and the interaction between the wave run-up and the cylinder. The results show that the nonlinear interaction between the waves and the structures might result wave run-up components of higher frequencies. The wave run-ups of the moderate irregular waves exhibit 2nd order nonlinear characteristics. For the focused waves, the incident waves are of strong nonlinearity and the wavelet coherence analysis reveals that the wave run-up at focal moment contains combined contributions from almost all the frequency components of the focused wave sequence and the contributions of frequency components up to 4th order harmonic levels are recommended to be included.

• 한국해양공학회지
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• 제30권6호
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• pp.505-519
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• 2016

If the seabed is exposed to high waves for a long period, the pore water pressure may be excessive, making the seabed subject to liquefaction. As the water pressure change due to wave action is transmitted to the pore water pressure of the seabed, a phase difference will occur because of the fluid resistance from water permeability. Thus, the effective stress of the seabed will be decreased. If a composite breakwater or other structure with large wave reflection is installed over the seabed, a partial standing wave field is formed, and thus larger wave loading is directly transmitted to the seabed, which considerably influences its stability. To analyze the 3-D dynamic response characteristics of the seabed around a composite breakwater, this study performed a numerical simulation by applying LES-WASS-3D to directly analyze the wave-structure-soil interaction. First, the waveform around the composite breakwater and the pore water pressure in the seabed and rubble mound were compared and verified using the results of existing experiments. In addition, the characteristics of the wave field were analyzed around the composite breakwater, where there was an opening under different incident wave conditions. To analyze the effect of the changed wave field on the 3-D dynamic response of the seabed, the correlation between the wave height distribution and pore water pressure distribution of the seabed was investigated. Finally, the numerical results for the perpendicular phase difference of the pore water pressure were aggregated to understand the characteristics of the 3-D dynamic response of the seabed around the composite breakwater in relation to the water-structure-soil interaction.