• Title/Summary/Keyword: Two Dimensional Channel Flow

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Forced Convection Cooling Across Rectangular Blocks in a Parallel Channel (블럭이 부착된 수평 유로에서의 강제대류 열전달 해석)

  • 조한승;유재석
    • Journal of Energy Engineering
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    • v.2 no.3
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    • pp.251-257
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    • 1993
  • The purpose of this study is to obtain an improved interpretation of heat transfer phenomena between blocks and fluids in the parallel conducting plates. Flow is two-dimensional, incompressible steady laminar flow over rectangular blocks, representing finite heat source on parallel plate. Heat transfer phenomena, temperature of blocks and heat transfer into the flow field are investigated for different spacings between blocks and Reynolds numbers. Results indicate that Nusselt number on the far upstream corner of the block was higher than that of any part of the block. As Reynolds number and spacings of blocks increased, Nusselt number increased. The distribution of local Nusselt number on the top surface of the conducting plate is similar to the case with insulated plate. Temperature of the block which has heat source in half cubage was approximately twice as high as temperature of the block which has heat source in whole cubage. As Reynolds number and spacings of blocks increased, overall temperature decreased. The peak value of block temperature occurred at position shifted to the right or upper right from center. The maximum temperature of block can be expressed as a function of Reynolds number, spacings between blocks, position of maximum temperature of each block and then it is possible to predict the maximum temperature of blocks.

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Evaluation of River Flood Stability after River Restoration (하천 복원 후의 홍수위 안정성 검토)

  • Kim, Byeong-Chan;Lee, Jong-Seok
    • The Journal of the Korea Contents Association
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    • v.9 no.10
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    • pp.417-426
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    • 2009
  • The eco-friendly river restoration issue has been increased and the importance of the vegetation along the river banks has been understood with its scenery and significant role. However vegetation reduces the stream flow cross section and brings negative effects such as increase of water flow resistance and decreases of river flow velocity. In this study, the method to choose roughness coefficient is studied in the sudden changed hydraulic characteristics by river restoration. Using the HEC-RAS model and the two-dimensional vertical analysis method, Yangjae stream was calculated that the roughness coefficient of the main channel is 0.011~0.159 after river restoration, 0.031 without vegetation on the flood plain, and 0.034~0.506 with vegetation on the flood plain. The level of water in the river is predicted to rise 0.13~0.34m at 30% of vegetation density increase.

EFFECT OF WALL PROXIMITY ON DRAG AND LIFT FORCES ON A CIRCULAR CYLINDER (벽 근접 효과에 의한 물체의 항력 양력 변화)

  • Park, Hyun-Wook;Lee, Chang-Hoon;Choi, Jung-Il
    • Journal of computational fluids engineering
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    • v.17 no.3
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    • pp.68-74
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    • 2012
  • Near-wall effect on wakes behind particles is one of the important factors in precise tracking of particles in turbulent flows. However, most aerodynamic force models for particles did not fully consider the wall effect. In the present study, we focused on changes of hydrodynamic forces acting on a particle depending on wall proximity. To this end, we developed an immersed boundary method with multi-direct forcing incorporated to a fully implicit decoupling procedure for incompressible flows. We validate the present immersed boundary method through two-dimensional simulations of flow over a circular cylinder. Comprehensive parametric studies on the effect of the wall proximity on the drag and lift forces acting on an immersed circular cylinder in a channel flow are performed in order to investigate general flow patterns behind the circular cylinder for a wide range of Reynolds number (0.01 ${\leq}$ Re ${\leq}$ 200). As the cylinder is closer to the wall, the drag coefficient decreases while the lift coefficient increases with a local maximum. Maximum drag and lift coefficients for different wall proximities decrease with increment of Reynolds number. Normalized drag and lift coefficients by their maximum values show universal correlations between the coefficients and wall proximity in a low Reynolds number regime (Re ${\leq}$ 1).

On Flow Charactistics around Special Rudders by PIV Measurement; Flapped and Water-blowing Rudder (PIV 계측에 의한 특수타 주위의 유동특성에 대하여; 플랩러더와 물분사러더)

  • Gim, Oxoc
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.23 no.2
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    • pp.200-207
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    • 2017
  • The purpose in having a control surface on ships is to control the motion of the ship. The control surface may be composed entirely of a single movable surface or of a combination of fixed and movable portions. A control surface has one sole function to perform in meeting its purpose, and that is to develop a control force in consequence of its orientation and movement relative to the water. The forces and moments generated as a result of this rotation and angle of attack then determine the manoeuvring characteristics of the ship. In this paper, two-dimensional flow characteristics of a flapped rudder and a water-blowing control rudder were accomplished respectively by PIV method in a circulating water channel. Model test has been carried out with different angles of attack of main foil (NACA 0012) and flap's deflection angles to predict the performance of the flapped rudder and the water-blowing control rudder. The 2-frame particle tracking method has been used to obtain the velocity distribution in the flow field. $Re{\fallingdotseq}3.0{\times}10^4$ has been used during the whole experiments and measured results have been compared with each other.

Hydraulic Characteristic Analysis for Prevention of River Disaster at Estuary in the Eastern Coast of Korea (동해안 하천 하구부의 하천재해 방지를 위한 수리특성 분석)

  • Choi, Jong-Ho;Jun, Kye-Won;Yoon, Yong-Ho
    • Journal of Korean Society of Disaster and Security
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    • v.11 no.2
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    • pp.83-89
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    • 2018
  • The significant sedimentation at the estuary in the eastern coast of Korea frequently causes river mouth occlusion where disconnection between the river and sea is observed. River mouth occlusion causing watershed retention raises the environmental risk of the area as it impairs water quality and threatens the area's safety in the event of floods. This study proposes a plan to maintain stability of river channel and flow of flood discharge at the estuary with loss of its function for disaster prevention. To this end, the study tries to change the location and width of stream path, focusing on the center line of stream near the sand bar of river mouth. This allows to identify a shape of stream path that leads the most stable flow. To review the result, this study uses the SRH-2D, a model for two-dimensional hydraulic analysis, and conduct numeric simulation. The simulation result showed that the most effective plan for maintaining the stable flow of running water without having the area sensitive to changes in hydraulic characteristics is to lower the overall river bed height of the sand bar near the center line of stream to a equal level.

A Numerical Study on the Heat Transfer Characteristics of the Multiple Slot Impinging Jet (다양한 노즐 수 변화에 따른 충돌 제트의 열전달 특성에 관한 수치적 연구)

  • Kim, Sang-Keun;Ha, Man-Yeong;Son, Chang-Min
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.23 no.11
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    • pp.754-761
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    • 2011
  • The present study numerically investigates two-dimensional flow and heat transfer in the multiple confined impinging slot jet. Numerical simulations are performed for the different Reynolds numbers(Re=100 and 200) in the range of nozzles from 1 to 9 and height ratios(H/D) from 2 to 5, where H/D is the ratio of the channel height to the slot width. The vector plots of velocity profile, stagnation and averaged Nusselt number distributions are presented in this paper. The dependency of thermal fields on the Reynolds number, nozzle number and height ratio can be clarified by observing the Nusselt number as heat transfer characteristic at the stagnation point and impingement surface. The Nusselt number at the stagnation point of the central slot shows unsteadiness at H/D=3 and Re=200. The value of Nusselt number at the stagnation point of the central slot decreases with higher Reynolds number and number of nozzle although overall area averaged Nusselt number increases. Hence careful selection of geometrical parameters and number of nozzle are necessary for optimization of the heat transfer performance of multiple slot impinging jet.

Electrical Characteristics of the Dual Gate Emitter Switched Thyristor (Dual Gate Emitter Switched Thyristor의 전기적 특성)

  • Kim, Nam-Soo;Lee, Eung-Rae;Cui, Zhi-Yuan;Kim, Yeong-Seuk;Kim, Kyoung-Won;Ju, Byeong-Kwon
    • Journal of the Korean Institute of Electrical and Electronic Material Engineers
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    • v.18 no.5
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    • pp.401-406
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    • 2005
  • Two dimensional MEDICI simulator is used to study the electrical characteristics of Dual Gate Emitter Switched Thyristor. The simulation is done in terms of the current-voltage characteristics with the variations of p-base impurity concentrations and current flow. Compared with the other power devices such as MOS Controlled Cascade Thyristor(MCCT), Conventional Emitter Switched Thyristor(C-EST) and Dual Channel Emitter Switched Thyristor(DC-EST), Dual Gate Emitter Switched Thyristor(DG-EST) shows to have tile better electrical characteristics, which is the high latch-up current density and low forward voltage-drop. The proposed DG-EST which has a non-planer u-base structure under the floating N+ emitter indicates to have the better characteristics of latch-up current and breakover voltage in spite of the same turn-off characteristics.

Stability Analysis of Revetments in Meandering Channel using Two-Dimensional Numerical Model (2차원 수치모형을 이용한 만곡부 호안의 안정성 분석)

  • Chun, Myeong-Ho;Kim, Hyung-Jun;Yoon, Kwang-Seok
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.606-606
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    • 2012
  • 최근 지구 환경변화에 따른 기후변화의 영향으로 이상홍수 발생의 위험성이 증가하고, 상습적으로 홍수피해가 반복되고 있다. 홍수피해의 원인 중 하나인 하천제방의 붕괴는 월류, 침식, 제체불안정, 구조물에 의한 파괴 등으로 구분되고 이 중 월류 및 침식은 제방 파괴의 주된 원인으로 최근 통계자료에 보고되고 있다. 제방붕괴의 주된 원인 중 하나인 침식파괴로부터 제방을 보호하기 위해 제내지 사면에 호안공을 설치하며, 하천설계기준 해설(2009)에서는 제방 또는 하안을 유수에 의한 파괴와 침식으로부터 직접 보호하기 위해 제방 앞비탈에 설치하는 구조물로 정의하고 있다. 특히 사행하천의 만곡부에서는 제방파괴의 위험성이 높을 뿐만 아니라 국부적으로 집중되는 유속분포는 제방의 안정성을 위협한다. 또한 원심력, 2차류(secondary flow) 등에 의한 수위상승 등에 의해 제방이 파괴되고 월류되어 홍수피해가 발생할 가능성이 큰 취약지점이라고 할 수 있다. 본 연구에서는 2차원 수치모형을 이용하여 만곡부 흐름 특성을 분석하고 수리실험을 통해 측정된 유속 및 수위분포 결과와 비교하여 분석하였다. 또한 수리실험에서 도출된 호안 붕괴 시의 흐름을 구현하여 호안 붕괴 시 국부유속 및 전단응력을 계산하고 만곡부 호안의 안정성을 위한 설계인자를 분석하였다. 연구결과로 제시된 만곡부 안정성을 위한 설계인자는 국외 호안공 설계식과 비교하여 국부유속 및 전단응력의 설계인자의 적합성을 검토하고 국내 만곡부 호안의 안정성 설계기법개발에 도움이 될 수 있는 설계인자를 제시하고자 한다.

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2-D SU/PG Finite Element Model Using Quadratic Elements (2차 요소를 이용한 2차원 상향가중 유한요소모형)

  • Choi, Seung-Yong;Kim, Byung-Hyun;Kim, Sang-Ho;Han, Kun-Yeun
    • Journal of Korea Water Resources Association
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    • v.42 no.12
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    • pp.1053-1067
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    • 2009
  • The objective of this study is to develop an efficient and accurate quadratic finite element model based on Streamline Upwind/Petrov Galerkin (SU/PG) scheme for analyzing and predicting two dimensional flow features in complex natural rivers. For a development of model, quadratic tin, quadrilateral and mixed elements as well as linear tin, quadrilateral and mixed elements were used in the model. Also, this model was developed through reinforcement of Gauss Quadrature which was necessary to integral of governing equation. Several tests for bottom-rising channel and U-type channel were performed for the purpose of validation and verification of the developed model. Such results showed that solutions of second order elements are better accurate and improved than those of linear elements. Results obtained by the developed model and RMA-2 model are compared, and the results for the developed model were better accurate than those of RMA-2 model. In the future if the developed model is applied in natural rivers, it can provide better accurate results than those of existing model.

Study on a Shape Deformation of Water Meniscus for the Rectangular and Circular Tips Moving Horizontally (사각 및 원형 팁의 횡운동에 의한 물 메니스커스 형상변화에 관한 연구)

  • Kim, Sang-Sun;Son, Sung-Wan;Ha, Man-Yeong;Yoon, Hyun-Sik;Kim, Hyung-Rak
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.23 no.12
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    • pp.843-851
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    • 2011
  • A two-dimensional immiscible water meniscus deformation phenomena on a moving tip in a channel has been investigated by using lattice Boltzmann method involving two-phase model. We studied the behavior of a water meniscus between the tip and a solid surface. The contact angles of the tip and a solid surface considered are in the range from $10^{\circ}$ to $170^{\circ}$. The velocity of the tip used in the study are 0.01, 0.001, and 0.0001. The shapes of tip considered are rectangular and circular. The behavior of water confined between the tip and a solid surface depends on the contact angles of the tip and a solid surface, and the tip velocity. When the tip is moving, we can observe the various behaviors of shear deformation of a water meniscus. As time goes on, the behavior of a water meniscus can be classified into three different patterns which are separated from the tip or adhered to the tip or sticked to a solid surface according to the contact angles and the tip velocity.