• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회(2)
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• pp.902-903
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• 2005

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2014년도 춘계학술대회
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• pp.244-245
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• 2014

Recently, the studies on submerged breakwater are increased due to needs considering the quality of water and the scenic view. In this paper, waves coming to permeable submerged breakwater coming with oblique angle are computed numerically by using wave pressure function. The wave pressure function throughout the analytical region including the fluid and submerged breakwaters is used. An unknown quantity expressed by the wave pressure function is simulated by boundary element method. The maximum reflection coefficient shows the tendency of decrease with the increase of oblique angle and The reflection coefficient shows the tendency of increase with the increase of the values of the linear dissipation coefficient and the added mass coefficient. It is means that the reflection coefficients are strongly dependent on the oblique angle and resistance coefficients.

• Journal of applied mathematics & informatics
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• 제27권5_6호
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• pp.1017-1031
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• 2009

The problem of interaction of surface water waves by small undulation at the bottom of a laterally unbounded sea is treated on the basis of linear water wave theory for both normal and oblique incidences. Perturbation analysis is employed to obtain the first order corrections to the reflection and transmission coefficients in terms of integrals involving the shape function c(x) representing the bottom undulation. Fourier transform method and residue theorem are applied to obtain these coefficients. As an example, a patch of sinusoidal ripples is considered in both the cases as the shape function. The principal conclusion is that the reflection coefficient is oscillatory in the ratio of twice the surface wave number to the wave number of the ripples. In particular, there is a Bragg resonance between the surface waves and the ripples, which is associated with high reflection of incident wave energy. The theoretical observations are validated computationally.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2001년도 학술발표회 논문집(II)
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• pp.1133-1138
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• 2001

The focus of this paper is on the numerical investigation of obliquely incident wane interactions with a system composed of full submerged and floating dual buoy/vertical-flexible-membrane breakwaters placed in parallel with spacing. The fully submerged systems allow surface and bottom clearances to enable wave transmission over and under the system. The problem is formulated based on the two-dimensional multi-domain hydro-elastic linear wave-body interaction theory. The hydrodynamic interaction of oblique incident waves with the combination of the rigid and flexible bodies was solved by the distribution of the simple sources (modified Bessel function of fille second kind) tat satisfy the Helmholz governing equation. Using this computer program, the performance of various dual systems varying buoy radiuses and drafts, membrane lengths, clearances. spacing, mooring-lines stiffness, mooring types, water depth, and wave characteristics is thoroughly examined. It is found that the fully submerged and floating dual buoy/membrane breakwaters call, if it is properly tuned to the coming waves, have good performances ill reflecting the obliquely incident waves over a tilde range of wave frequency and headings.

• 물과 미래
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• 제20권1호
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• pp.49-54
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• 1987

일정수심에 해역에 주기적인 파장의 사련이 있는 겨우 파의 반사특성을 경계요소법의 선형요소에 의해 해석하였다. 파랑은 2차원 선형파 이론으로부터 해석하였으며, 입사파 방향은 사련상에 임의방향 (직각입사 또는 경사입사)으로 진행한다고 가정하였다. 본 계산의 신뢰도를 검증하기 위하여 기존의 실험적, 이론적 결과 및 수치결과와 각각비교하였다. 직각입사파에 대한 본 수치계산 결과, 사련의 파장이 수면파장의 1/2인 경우에 발생하는 Bragg공진반사가 잘 예측되었다.

• 물과 미래
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• 제19권3호
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• pp.259-266
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• 1986

해저기형 변화가 있는 경우에 파랑의 변형(파의 반사 및 전달계수)을 선형요소를 사용한 경계요소법에 의해 수치해석하였다. 파랑은 2차원 선형파 이론으로부터 해석하였으며, 입사파 방향은 해저바닥상에 임의방향(직각입사 혹은 경사입사)으로 진행한다고 가정하였다. 본 계산의 신뢰도를 검증하기 위하여 다음과 같은 여러 경우에 대한 기존 연구자들의 결과와 비교하였다. (1) 단형이나 경사단락을 가지는 경우 (2) 불투과성 잠제가 있는 경우 (3) 해구가 있는 경우

• 한국해양공학회지
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• 제15권2호
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• pp.11-21
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• 2001

The focus of this paper is on the numerical investigation of obliquely incident wav interactions with a system composed of fully submerged and floating dual buoy/vertical-flexible-membrane breakwaters placed in parallel with spacing between two systems. The fully submerged two systems allow surface and bottom gaps to enable wave transmission over and under the system. The problem is formulated based on the two-dimensional multi-domain hydro-elastic linear wave-body interaction theory. The hydrodynamic interaction of oblique incident waves with the combination of the rigid and flexible bodies was solved by the distribution of the simple sources (modified Bessel function of the second kind) that satisfy the Helmholz governing equation in fluid domains. A boundary element program for three fluid domains based on a discrete membrane dynamic model and simple source distribution method is developed. Using this developed computer program, the performance of various dual systems varying buoy radiuses and drafts, membrane lengths, gaps, spacing, mooring-lines stiffness, mooring types, water depth, and wave characteristics is thoroughly examined. It is found that the fully submerged and floating dual buoy/membrane breakwaters can, if it is properly tuned to the coming waves, have good performances in reflecting the obliquely incident waves over a wide range of wave frequency and headings.

• International Journal of Naval Architecture and Ocean Engineering
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• 제6권2호
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• pp.219-235
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• 2014

With the development of the technology of underwater moving bodies, the need for developing the knowledge of surface effect interaction of free surface and underwater moving bodies is increased. Hence, the two-phase flow is a subject which is interesting for many researchers all around the world. In this paper, the non-linear free surface deformations which occur during the water-exit of a circular cylinder due to its buoyancy are solved using finite volume discretization based code, and using Volume of Fluid (VOF) scheme for solving two phase flow. Dynamic mesh model is used to simulate dynamic motion of the cylinder. In addition, the effect of cylinder mass in presence of an external force is studied. Moreover, the oblique exit and entry of a circular cylinder with two exit angles is simulated. At last, water-exit of a circular cylinder in six degrees of freedom is simulated in 3D using parallel processing. The simulation errors of present work (using VOF method) for maximum velocity and height of a circular cylinder are less than the corresponding errors of level set method reported by previous researchers. Oblique exit shows interesting results; formation of waves caused by exit of the cylinder, wave motion in horizontal direction and the air trapped between the waves are observable. In 3D simulation the visualization of water motion on the top surface of the cylinder and the free surface breaking on the front and back faces of the 3D cylinder at the exit phase are observed which cannot be seen in 2D simulation. Comparing the results, 3D simulation shows better agreement with experimental data, specially in the maximum height position of the cylinder.

• 한국해안·해양공학회논문집
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• 제25권5호
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• pp.327-334
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• 2013

수면 위에 놓인 수평 유공판과 입사파간의 상호작용 문제를 선형포텐셜 이론에 기초를 둔 고유함수전개법을 사용하여 해석하였다. 수면 위에 놓인 유공판에서의 경계조건식으로 Zhao et al.(2010)가 제안한 경계조건식을 사용하였다. 유공판이 놓인 유체영역내의 진행파 성분을 나타내는 첫 번째 고유값의 허수부가 유공판의 구멍을 통과하면서 발생하는 에너지 손실과 밀접한 관련이 있다. 유공판의 공극율과 폭 그리고 입사파의 주파수와 입사각도를 변화시키면서 반사율, 투과율, 그리고 파랑하중의 변화를 살펴보았다. 공극율 계수가 최적값 b = 5.0일 때, 유공판의 폭과 입사각도가 증가할수록 투과율은 크게 줄어드는 것을 확인하였다.