• 대한전기학회논문지
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• 제41권1호
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• pp.89-94
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• 1992

In this paper, the static limit of Helmholtz equation is discussed for the analysis of wave scattering in a wave scattering in a waveguide. Boundary integral equation method is used to formulato the scattering process in the exterior of the scatterer and finite element method in the interior of the scatterer. And hybrid ray-mode method is used to provide the Green's function in the waveguide. The proposed algorithm is applied algarithm is applied to a sample problem with arbitrary scatterer in a waveguide. The results are compared with those of static analysis.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권1호
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• pp.175-185
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• 2014

This study presents the prediction of propagated wave profiles using the wave information at a fixed point. The fixed points can be fixed in either space or time. Wave information based on the linear wave theory can be expressed by Fredholm integral equation of the first kinds. The discretized matrix equation is usually an ill-conditioned system. Tikhonov regularization was applied to the ill-conditioned system to overcome instability of the system. The regularization parameter is calculated by using the L-curve method. The numerical results are compared with the experimental results. The analysis of the numerical computation shows that the Tikhonov regularization method is useful.

• 한국해안해양공학회지
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• 제18권2호
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• pp.154-165
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• 2006

본 연구에서는 수중 천퇴부에서 쇄파가 발생할 시 주변 파랑과 파랑류의 평형계를 직접 해석할 수 있는 Boussinesq 방정식 모델을 수립하고 이 결과를 수리실험 결과와 비교하였다. 사용된 쇄파모델은 쇄파 감쇠항을 모멘텀 방정식에 포함시키는 일종의 와점성 계수 모델이며, 관련된 쇄파 매개변수의 적정 값들을 Vincent and Briggs (1989)의 규칙파 실험자료를 이용한 민감도 분석을 통하여 결정하였다. 구해진 적정 매개변수 값들을 가지고 수치해석을 수행하여 이 결과를 불규칙파 실험결과와 이어도 천연암초의 수리모형실험 결과와 비교하였다. 그 결과, 천퇴부 하류 쪽에 파 진행방향으로 향하는 강한 쇄파유도류가 발생함에 따라 저파고대가 형성되며 전반적으로 계측파고의 분포와 유사함을 확인하였다.

• 한국항해항만학회지
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• 제28권7호
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• pp.619-627
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• 2004

Introduction of wave model, considered the effect of shoaling, refraction, diffraction, partial reflection, bottom friction, breaking at the coastal waters of complex bathymetry, is a very important factor for most coastal engineering design and disaster prevention problems. As waves move from deeper waters to shallow coastal waters, the fundamental wave parameters will change and the wave energy is redistributed along wave crests due to the depth variation, the presence of islands, coastal protection structures, irregularities of the enclosing shore boundaries, and other geological features. Moreover, waves undergo severe change inside the surf zone where wave breaking occurs and in the regions where reflected waves from coastline and structural boundaries interact with the incident waves. Therefore, the application of mild-slope equation model in this field would help for understanding of wave transformation mechanism where many other models could not deal with up to now. The purpose of this study is to form a extended mild-slope equation wave model and make comparison and analysis on variation of harbor responses in the vicinities of Ulsan Harbor and Ulsan New Port, etc. due to construction of New Port in Ulsan Bay. We also considered the increase of water depth at the entrance channel by dredging work up to 15 meters depth in order to see the dredging effect. Among several model analyses, the nonlinear and breaking wave conditions are showed the most applicable results. This type of trial might be a milestone for port development in macro scale, where the induced impact analysis in the existing port due to the development could be easily neglected.

• 한국지반공학회논문집
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• 제15권2호
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• pp.95-104
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• 1999

Set-up현상이 나타나는 지반에 항타된 말뚝의 지지력은 시간경과에 따라 지지력이 증가하게 된다. 파동이론해석법(WEAP해석법)은 말뚝의 항타관입성을 평가하는데 매우 유용한 것으로 평가되고 있다. 그러나 기존의 WEAP해석법은 항타후 변화하는 지반의 강도특성을 고려할 수 없다는 측면에서 재항타시의 신뢰도 있는 지지력을 예측하는데 한계가 있다고 평가된다. WEAP에 의한 항타말뚝의 지지력 평가가 신뢰성 있기 위해서는 set-up효과가 반영되어야만 한다. 그러나 아직까지 이를 고려할 수 있는 만족할 만한 방법이 없다. 본 논문에서는 항타시와 재항타시의 동재하시험 결과들을 통계분석하여 WEAP해석시 set-up효과를 반영할 수 있는 방안을 제시하였다. 또한 현장 시험결과와의 비교를 통해서, 제안된 변수(quake, damping)를 적용한 파동이론해석 결과는 기존의 방법보다 신뢰성이 있음을 알 수 있었다.

• 한국추진공학회:학술대회논문집
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• 한국추진공학회 2004년도 제22회 춘계학술대회논문집
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• pp.565-572
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• 2004

Numerical stability analysis of one-dimensional axial flow in solid rocket motors is performed based on the Euler equation coupled with an unsteady combustion equation of solid propellant. In order to check the numerical scheme, behavior of a standing wave in a closed tube is examined. A standing wave in solid rocket motor decays or grows depending on the total effect of propellant combustion, nozzle flow, and so on. The stability boundary of the fundamental mode standing wave is determined by changing one of the combustion parameters. In addition growth rates of the wave are calculated numerically in relatively low Mach number flow region for the motors with different port and nozzle throat diameters. The results obtained here agree well with the approximate solution. The same scheme is applied to a motor with shorter length and L＊-instability is observed.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2003년도 추계학술대회 논문집
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• pp.237-242
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• 2003

The influence of wave forces on the moored ship beside quay was investigated based on in-house ship mooring analysis and ship motion program in this paper. The wind and current are the general environmental factors for the mooring analysis beside quay in the mild weather. However, the weather is becoming rough, the wave phenomenon should be included in the mooring analysis. In this paper, as preliminary stages, each moored rope tension was evaluated based on wind and current environmental condition. The results were compared with those from MOSES, commercial program. In addition to this, wave forces of the ship were calculated in order to solve moored ship motion of equation. We will leave to solve this motion equation as future work.

• 한국해양공학회지
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• 제23권6호
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• pp.1-6
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• 2009

An Overtopping Wave Energy Convertor (OWEC) is an offshore wave energy convertor used for collecting overtopping waves and converting the water pressure head into electric power through hydro turbines installed in a vertical duct affixed to the sea bed. A numerical wave tank based on the commercial computational fluid dynamics code Fluent is established for the corresponding analysis. The Reynolds Averaged Navier-Stokes equation and two-phase VOF model are utilized to generate the 2D numerical linear propagating waves, which are validated by the overtopping experiment results. Calculations are made for several incident wave conditions and shape parameters for the overtopping device. Both the incident wave periods and heights have evident effects on the overtopping performance of the OWEC device. The computational analysis demonstrates that the present overtopping device is more compatible with longer incident wave periods.

• 대한기계학회논문집A
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• 제40권6호
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• pp.557-563
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• 2016

파력발전시스템의 에너지 흡수 효율은 입사파의 파력과 발전기 구동 동력의 비로 정의된다. 흡수 효율은 파력발전시스템의 동적 거동에 의존하기 때문에 파력발전시스템의 에너지 흡수 효율을 예측하기 위해서 파력발전시스템의 동적 해석이 요구된다. 본 논문에서는 에너지 흡수 효율을 예측하기 위하여 파력발전시스템의 동적 해석을 수행하였다. 파력발전시스템의 동적 해석을 위해서 상용 다물체동역학 해석 프로그램인 RecurDyn을 사용하였고, 부유체에 작용하는 파력을 모델링하기 위해서 Morison equation을 적용하였다. 효율분석 결과 파고가 낮고, 주기가 짧을수록 흡수효율이 높아지는 경향을 보인다.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2004년도 Asia Navigation Conference
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• pp.217-225
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• 2004

Introduction of wave model, considered the effect of shoaling, refraction, diffraction, partial reflection, bottom friction, breaking at the coastal waters of complex bathymetry, is a very important factor for most coastal engineering design and disaster prevention problems. As waves move from deeper waters to shallow coastal waters, the fundamental wave parameters will change and the wave energy is redistributed along wave crests due to the depth variation, the presence of islands, coastal protection structures, irregularities of the enclosing shore boundaries, and other geological features. Moreover, waves undergo severe change inside the surf zone where wave breaking occurs and in the regions where reflected waves from coastline and structural boundaries interact with the incident waves. Therefore, the application of mild-slope equation model in this field would help for understanding of wave transformation mechanism where many other models could not deal with up to now. The purpose of this study is to form a extended mild-slope equation wave model and make comparison and analysis on variation of harbor responses in the vicinities of Ulsan Harbor and Ulsan New Port, etc. due to construction of New Port in Ulsan Bay. This type of trial might be a milestone for port development in macro scale, where the induced impact analysis in the existing port due to the development could be easily neglected.