• Proceedings of the Optical Society of Korea Conference
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• 2001.02a
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• pp.90-91
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• 2001

파동의 기본적인 성질을 이해하는데 있어서 중요한 실험 중에 하나가 Ripple Tank 실험이다. 그러나, 기존의 실험 장치에서 사용되고 있는 광원은 점광원이 아니어서 수면파의 상을 관찰하기가 쉽지 않다. 본 실험에서는 이것을 보완하기 위해 광원으로 레이저를 사용하였는데 그 결과 선명한 상과 함께 기존의 광원으로는 볼 수 없었던 현상까지도 관찰할 수 있었다. (중략)

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1994.07a
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• pp.33-38
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• 1994

• Proceedings of the Acoustical Society of Korea Conference
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• 1984.12a
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• pp.42-44
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• 1984

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1914-1918
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• 2006

Recently, the importance of ocean becomes more serious. Thus, we need to construct port structures and instruments safely. Especially, we should understand the diffraction phenomenon of wave in order to construct breakwaters. To simulate diffraction of wave, parabolic mild slope equations are solved using FDM. A breakwater with an open part and an half infinite breakwater are selected for simulation. Diffraction of wave are simulated in the condition of wave angles of attack of $0^{\circ},\;30^{\circ}\;and\l;60^{\circ}$. Diffraction Coefficient and 1)Ampplitude are shown in graphics and compared with results of Penny & Price and Memos.

• The Journal of Engineering Geology
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• v.7 no.1
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• pp.27-36
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• 1997

This paper shows that crosshole seismic survey allows to detect even a small size of underground tunnel (about 2m$\times$2m). Such a small tunnel (e.g. infiltration tunnel) causes diffraction, as the seismic wave propagates, which results in distinctive variations of traveltime and amplitude of the first arrivals. This effect (or tunnel effect) is a typical indicator for the existence of tunnel and thereby an information about the tunnel location can be obtained. It was shown that the tunnel effect illustrated by numerical modeling (FDM) could be also observed in field measurements. The depth and shape of the tunnel were determined by a simplified processing method based on the use of amplitude variation of the first arrivals. The estimated location of the tunnel was well matched to that of the real tunnel.

• Journal of Korea Water Resources Association
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• v.32 no.6
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• pp.675-683
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• 1999

The reflection coefficients of monochromatic waves propagating over a shelf with varying dimensions are theoretically calculated. The diffraction of waves by an abrupt depth change is formulated by the eigenfunction expansion method. Not only propagating mode but also evanescent modes are considered in formulation. The role of evanescent modes in reflection coefficients is investigated in detail. Water waves are obliquely as well as normally incident to the region. The obtained reflection coefficients are verified by checking conservation of wave energy.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.23 no.5
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• pp.335-344
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• 2011

A curvilinear non-hydrostatic free surface model is developed to investigate nonlinear wave interactions in a circular channel. The proposed model solves the unsteady Navier-Stokes equations in a three-dimensional domain with a pressure correction method, which is one of fractional step methods. A hybrid staggered-grid layout in the vertical direction is implemented, which renders relatively simple resulting pressure equation as well as free surface closure. Numerical accuracy with respect to wave nonlinearity is tested against the fifth-order Stokes solution in a two-dimensional numerical wave tank. Numerical applications center on the evolution of nonlinear waves including diffraction and reflection affected by the curvature of side wall in a circular channel comparing with linear waves. Except for a highly nonlinear bichrmatic wave, the model's results are in good agreement with superimposed analytical solution that neglects nonlinear effects. Through the numerical simulation of the highly nonlinear bichramatic wave, the model shows its capability to investigate the evolution of nonlinear wave groups in a circular channel.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2002.08a
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• pp.62-65
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• 2002

파랑은 주로 먼바다에서 바람에 의해 생성되어 육지로 전파해오면서 천수, 굴절, 회절, 반사, 부서 짐 등의 여러 가지 변형의 과정을 거친다. 이러한 파랑의 변형을 예측하는 한 방법은 비압축성 유체와 비회전류의 연속방정식인 Laplace 방정식을 지배 방정식으로 하고 해수면에서의 운동학적 경계조건과 동역학적 경계 조건, 그리고 바닥에서의 운동학적 경계조건을 적용하여 해를 구한다. (중략)

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1998.09a
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• pp.134-137
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• 1998

항내의 파랑장을 구하는 것은 항만설계상 중요하다. 요즈음에는 많은 경비와 노력을 요하는 수리모형실험대신에 다양한 수치해석이 행하여 지고있다. 그러나 회절 및 다중반사, 굴절 등 복잡한 파의 변형을 표현할 수 있는 수치해석 방법으로 여러 가지가 제안되어 있지만 아직 충분한 수준은 아니라고 판단된다. 등수심에 대해서는 이미 확립되어져 있는 Green함수법을 변수심장에 응용하기 위해서 변수심장에 대한 점원파(source waves)의 기본해(unit solution)를 구하는 것이 본 연구의 목적이다. (중략)

• The Journal of the Acoustical Society of Korea
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• v.7 no.4
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• pp.86-97
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• 1988

본 논문에서는 비등방성 매질에서의 2차원적 회절현상을 수학적으로 모델링하였다. 비등방성 매질의 2차 포물선 근사법과 프레즈넬 근사법을 적용하기 위하여 전파방향에 따른 표면파 속도의 역수를 포물선으로 가정하였다. 128${\circ}$ Rotated $LiNbO_{3}$ 기판을 사용한 SAW IF Bandpass Filter에서의 회절현상을 모의 설계하여 그 결과를 회절현상이 없는 이상적인 경우와 비교하였다. 또한 전산화 모의 설계 결과와 실제로 제작된 SAW Filter 특성결과를 비교하여 $LiNbO_{3}$ 기판을 사용한 SAW Filter에서도 프레즈넬 근사법이 대체적으로 일치하는 것을 알 수 있었다.