• Journal of Advanced Marine Engineering and Technology
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• 제40권3호
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• pp.198-204
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• 2016

본 연구는 상류측에 작은 수직평판를 가진 원주의 유동장 특성을 양 항력측정 실험과 PIV를 이용한 가시화 실험으로 파악한 것이다. 실험 파라메터는 원주의 직경에 대한 수직평판의 폭비(H/B = 0.2~0.6) 및 원주의 앞면 중심에서부터 수직평판까지의 거리(G/B = 0~3)로 했다. 수직평판의 폭비를 고정시킨 경우 원주의 항력감소율은 간격비가 증가할수록 증가하다 감소하는 특성을 보였다. 또한 같은 간격비에서는 수직평판의 폭비가 클수록 원주의 항력감소율이 컸다. 원주의 Strouhal 수는 간격비가 증가할수록 증가하다 감소하는 특성을 보였다. 수직평판을 설치한 경우 원주 상류측과 하류측에 정체영역이 나타났으며, 그 크기는 상류측은 수직평판의 폭비가 클수록 증가하는데 비해, 하류측은 거의 일정했다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.1910-1913
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• 2006

해저면 바닥에 고정된 수직 원형 실린더에 입사파의 상호작용 문제를 풀기위해, 경계요소법에 의한 수치해석이 3차원 선형포텐셜 이론으로 개발되었다. 경계요소법에 의한 수치해석은 그린함수에 기초하고, 수직원형 실린더 주위의 유체 속도 포텐셜을 위해 적분식을 이용하였다. 경계요소법에 의한 수치해석은 ManCamy and Fuchs(1954), Williams and Mansour(2002)의 해석해와 비교하였고, 그 결과는 정성적으로 잘 일치하고 있음을 확인하였다. 이 수치해석은 앞으로 해안지역에 설치되는 다양한 해양구조물에 적용할 수 있을 것으로 생각된다.

• 한국해양공학회지
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• 제23권6호
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• pp.23-31
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• 2009

The interaction of incident monochromatic waves with a bottom-mounted vertical porous circular cylinder is investigated using the framework of the three-dimensional linear potential theory. The porosity of the circular cylinder is uniform vertically but varies in the circumferential direction. By adjusting the porosities of the circular cylinder, both the wave blocking performance of a porous semi-circular breakwater and the wave responses inside a circular harbor with an entrance are applied as calculation examples. It is found that the reflected waves, wave run-up, and wave forces are significantly reduced due to wall porosity, which are positive factors for a breakwater, and the amplification factor of a circular harbor at resonant frequencies is greatly reduced by a porous sidewall.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2008년도 추계학술대회B
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• pp.2489-2494
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• 2008

The two-dimensional circular cylinder freely falling in a channel has been simulated by using Immersed boundary - lattice Boltzmann method in order to analyze the characteristics of motion originated by the interaction between the fluid and the solid. The wide range of the solid/fluid density ratio has been considered to identify the effect of the solid/fluid density ratio on the motion characteristics such as the falling time, the terminal velocity and the trajectory in the vertical and horizontal directions. In addition, the effect of the gap between the cylinder and the wall on the motion of two-dimensional circular cylinder freely falling has been revealed by taking into account a various range of the gap size. The Reynolds number in terms of the terminal velocity is diminished as the cylinder becomes close to the wall at the initial dropping position, since the repulsive force induced between the cylinder and wall constrains the vertical motion. Quantitative information about the flow variables such as the pressure coefficient and vorticity on the cylinders is highlighted.

• 대한기계학회논문집B
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• 제31권3호
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• pp.273-282
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• 2007

Numerical calculations are carried out for the natural convection induced by temperature difference between a cold outer square cylinder and a hot inner circular cylinder. A two-dimensional solution for unsteady natural convection is obtained, using the immersed boundary method (IBM) to model an inner circular cylinder based on finite volume method, for different Rayleigh numbers varying over the range of $10^4\;to\;10^6$. The study goes further to investigate the effect of an inner cylinder location on the heat transfer and fluid flow. The location of inner circular cylinder is changed vertically along the center-line of square enclosure. The number, size and formation of cell strongly depend on Rayleigh number and the position of inner circular cylinder. The changes in heat transfer quantities have been presented.

• Journal of applied mathematics & informatics
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• 제23권1_2호
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• pp.127-140
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• 2007

We present the boundary value problem (BVP) for the heave motion due to a vertical circular cylinder in water of finite depth. The BVP is presented in terms of velocity potential function. The velocity potential is obtained by considering two regions, namely, interior region and exterior region. The solutions for these two regions are obtained by the method of separation of variables. The analytical expressions for the hydrodynamic coefficients are derived. Computational results are presented for various depth to radius and draft to radius ratios.

• Ocean Systems Engineering
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• 제12권4호
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• pp.439-459
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• 2022

This paper describes experimental studies of impact pressure generated by breaking regular waves in shallow water on a vertical cylinder. Experimental work was carried out in a shallow water flume using a 1:30 - scale model of a vertical rigid circular hollow cylinder with a diameter 0.2 m. This represents a monopile for shallow water offshore wind turbines, subjected to depth induced breaking regular waves of frequencies of 0.8 Hz. The experimental setup included a 1 in 10 sloping bed followed by horizontal bed with a constant 0.8 m water depth. To determine the breaking characteristics, plunging breaking waves were generated. Free surface elevations were recorded at different locations between the wave paddle to the cylinder. Wave impact pressures on the cylinder at a number of elevations along its height were measured under breaking regular waves. The depth-induced wave breaking characteristics, impact pressures, and wave run-up during impact for various cylinder locations are presented and discussed.

• 대한기계학회논문집B
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• 제20권12호
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• pp.3960-3969
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• 1996

A fluid flow inside a circular cylinder subject to horizontal and circular oscillation is analyzed theoretically. Under the assumption of small-amplitude oscillation, the governing equations take linear forms. The velocity field is obtained in terms of the first kind of Bessel function of order 1. It was found that a particle describes an orbit close to a circle in the central region and an arc near the side wall. We also obtained the Stokes' drift velocity induced by the traveling wave along the circumferential direction. The Eulerian streaming velocities at the edge of the bottom and side boundary layers were also obtained. It was shown that the vertical component of the steady streaming velocity on the side wall is almost proportional to the amplitude of the free surface motion.

• 대한기계학회논문집B
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• 제37권12호
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• pp.1113-1120
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• 2013

본 연구에서는 $45^{\circ}$기울어진 저온의 사각형 밀폐계 내부에 존재하는 고온의 원형 실린더의 위치 변화에 따른 밀폐계 내부 자연대류 현상에 대한 수치해석을 수행하였다. Rayleigh 수는 $10^3$부터 $10^5$까지 변화하였으며 내부 실린더의 위치는 $-0.4{\leq}{\delta}{\leq}0.4$ 범위에서 0.1 간격으로 변화시켰다. 원형 실린더의 위치 변화에 따른 밀폐계 내부의 자연대류 현상은 실린더 표면과 밀폐계 표면의 Nu 수, 밀폐계 내부의 등온선 및 유선을 바탕으로 분석하였다. 본 연구에서 고려한 Rayleigh 수의 범위와 원형 실린더의 위치 범위에서는 밀폐계 내부의 열유동은 정상상태의 특성을 보였다. 그리고 내부 원형 실린더가 벽면에 가까워 질수록 실린더벽면과 밀폐계 벽면의 평균 Nu 수가 증가하였다.

• 대한기계학회논문집B
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• 제28권6호
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• pp.652-658
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• 2004

In this paper, we report the numerical and experimental solutions of the axi-symmetric flows in the axial plane driven by an impingement of fluid from the bottom wall of a circular cylinder. We managed to visualize successfully the flow pattern shown on the vertical plane through the container axis. The numerical results are shown to compare well with the experimental results for the case of infinity Rossby number. The satisfactory agreement between the two results was possible when in the numerics the free surface was treated as a solid wall so that a no-slip condition was applied on the surface. The numerical solutions reveal that inertial oscillation plays an important role at small Rossby numbers, or at a larger background rotation.