• 대한기계학회논문집
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• 제18권5호
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• pp.1330-1337
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• 1994

This study is to predict the lateral dispersion of the particles with time in a vertical pipe. Particle is released downward and located in the center of a pipe through which stationary, homogeneous turbulent air is flowing. We assume that gas turbulence velocities have a Gaussian probability density distribution and the presence of particle is not to alter turbulent structures. Particle trajectory is computed by numerically integrating the particle Lagrangian equation of motion, with a random sampling to determine the fluctuating air velocity experienced by each particle, which considered inertia effect and crossing-trajectories effect. The result shows characterestics of particle dispersion according to flow field condition and droplet size by using the parameters and scales, which expressed characterestics of flow field and particle. Predictions agree reasonably with experimental data.

• 대한조선학회지
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• 제22권2호
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• pp.27-34
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• 1985

In this paper, the second order time mean forces acting on the circular cylinder floating on the free surface of a finite water depth are calculated. Under the assumption that fluid is idea and the wave the linear gravity wave, the velocity potential is calculated by the source distribution method, and the second order time mean lateral and vertical drifting forces are calculated by the direct integration of fluid pressures over the immersed body surface. The comparison of the lateral drifting forces with Rhee's results by momentum theorem shows good agreements. And it is shown that the second order time sinkage forces of a floating circular cylinder cross zero for all water depths.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2000년도 추계학술대회논문집B
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• pp.508-513
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• 2000

HANJUNG has developed demonstration plant treating combustion flue gas such as dioxide($SO_2$) and nitrogen oxides(NOx). Before operating this system, we tested the inner airflow characteristic of demonstration plant in the front of plasma reactor field 1 and field 2. The experimental results of $25,000Nm^3/hr$ airflow are compared with the computational results using FLUENT code. It is found that the velocity distribution trends are matched the experimental results with the calculation results. To improve the eccentric airflow in the inlet hood, it is necessary to install the vertical guide vane as well as the horizontal guide vane.

• Coupled systems mechanics
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• 제2권1호
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• pp.111-126
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• 2013

The structural design requirements of an offshore platform subjected to wave induced forces and moments in the jacket can play a major role in the design of the offshore structures. For an economic and reliable design; good estimation of wave loadings are essential. A nonlinear response analysis of a fixed offshore platform under structural and wave loading is presented, the structure is discretized using the finite element method, wave plus current kinematics (velocity and acceleration fields) are generated using 5th order Stokes wave theory, the wave force acting on the member is calculated using Morison's equation. Hydrodynamic loading on horizontal and vertical tubular members and the dynamic response of fixed offshore structure together with the distribution of displacement, axial force and bending moment along the leg are investigated for regular and extreme conditions, where the structure should keep production capability in conditions of the 1-yr return period wave and must be able to survive the 100-yr return period storm conditions. The result of the study shows that the nonlinear response investigation is quite crucial for safe design and operation of offshore platform.

• Wind and Structures
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• 제27권2호
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• pp.89-100
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• 2018

3D simulations based on an impinging jet were carried out to investigate the flow field of a steady downburst and its effects on a high-rise building by applying the SST k-${\omega}$ turbulence model. The vertical profile of radial wind speed obtained from the simulation was compared with experimental data and empirical models in order to validate the accuracy of the present numerical method. Then wind profiles and the influence of jet velocity and jet height were investigated. Focusing on a high-rise building, the flow structures around the building, pressure distributions on the building surfaces and aerodynamic forces were analyzed in order to enhance the understanding of wind load characteristics on a high-rise building immersed in a downburst.

• 대한기계학회논문집B
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• 제26권7호
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• pp.1005-1013
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• 2002

Spin-up is a transient flow phenomenon occurring in a container when it starts to rotate from rest or its rotational speed increases from a low to high value. However, most studies on this subject have been for two-dimensional approximation. In this study, spin-up flows in a shallow rectangular container are analysed by using three-dimensional computation. We compared our results with those obtained by others using basically two-dimensional computation. Effect of two parameters, Reynolds number and liquid depth on the flow evolution is studied. We found that 2-D result is not accurate enough, and the vertical velocity distribution should be assumed of a fourth-order polynomial function for a better comparison.

• 한국음향학회지
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• 제17권3호
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• pp.3-9
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• 1998

해수중 주위잡음에 미치는 음속구조의 영향을 조사하기 위하여 다양한 수직 음속분 포를 가지는 경우에 대한 음파전달 모델의 결과를 논의하였다. 그리고 해수중 주위잡음의 실측자료를 이러한 모델결과와 비교하여 고찰하였다. 특히 표층 도파관(surface waveguide) 이 형성되는 조건에 대하여 조사하였다. 주위잡음의 실측자료와 모델결과를 비교한 결과, 표 층 도파관은 수심의 증가에 따라 음속이 증가하는 양의 음속 기울기를 가질 때 뿐만 아니라 음속이 어느 수심에서 급격히 감소하여 상하 두 층의 음속 균일층이 존재하는 환경에서도 잘 형성되고 있었다. 특히, 표층 도파관내의 주위잡음 레벨은 도파관 이심의 주위잡음 레벨 보다 높게 나타나고 있음을 실험적으로 확인할 수 있었다. 그리고 이러한 결과는 음파전달 모델에 의한 수치계산 결과로부터도 입증할 수 있었다.

• 물과 미래
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• 제13권4호
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• pp.33-40
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• 1980

해안지형 변화의 주원인인 부유사에 대한 연구가 이론적·실험적으로 다소 있었으나 그의 성질을 완전히 해석하기에는 상당한 난점이 있다. 그 이유는 자연상태의 변형인자들이 너무 많고 서로 복합적으로 연합되어 있어 실험실내에서는 실험할 때 고려되어야 할 많은 인자들의 제약이 뒤따르며, 실제 해안에서의 실측은 많은 인력 및 경비와 시간적·공간적 제약이 수반되기 때문이다. 본 연구는 미소진폭파에 의한 비정상 확산방정식을 해석하여 부유사 농도의 시간적 변화와 연직농도분포 및 침강속도의 영향을 밝힘으로써 부유사의 기초적 성질을 규명하는데 목적이 있다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.513-516
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• 2007

임하다목적댐은 낙동가 하구로부터 약 356 km 상류에 위치하며 댐체의 길이 515 m, 높이 73 m의 rockfill 댐으로서, 총저류량은 595 백만$m^3$이다. 댐의 정상표고는 El. 168 m이고, 저수위 El. 137.0 m와 계획홍수위 El. 164.7 m 사이에서 운영되고 있다. 임하다목적댐의 표면취수설비는 댐우안 도수로 입구에 위치하며 콘크리트구조물로서 높이는 44.0m이다. 취수탑의 바닥표고는 EL.124.0 m이며 월류수심은 7.0m이다(한국수자원공사, 2004). 최대취수량은 $119.2m^3/s$이며 취수문은 직선형다단식게이트형식이고 폭 10.0m, 높이 6.0m의 게이트 5조와 폭 10.0m, 높이 3.25m의 게이트 1조로 구성되어있다. 본 연구에서는 미국 YSI사에서 제작한 ADV-6600을 이용하여 저수지에서 취수시 유속을 측정하여 취수구간이 저수지의 연직방향 유속에 미치는 영향을 분석하였다.

• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제21권4호
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• pp.225-244
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• 2017

The natural convective nanofluid flow and heat transfer inside a square enclosure with a center heater in the presence of magnetic field has been studied numerically. The vertical walls of the enclosure are cold and the top wall is adiabatic while the bottom wall is considered with constant heat source. The governing differential equations are solved by using a finite volume method based on SIMPLE algorithm. The parametric study is performed to analyze the effect of different lengths of center heater, Hartmann numbers and Rayleigh numbers. The heater effectiveness and temperature distribution are examined. The effect of all pertinent parameters on streamlines, isotherms, velocity profiles and average Nusselt numbers are presented. It is found that heat transfer increases with the increase of heater length, whereas it decreases with the increase of magnetic field effect. Furthermore, it is found that the value of Nusselt number depends strongly upon the Hartmann number for the increasing values of Rayleigh number.