• Title/Summary/Keyword: 경계층제어

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Supersonic Intake Design & Flow Control Analysis using Bleeding Condition (초음속 흡입구 형상 설계 및 Bleeding을 활용한 유동제어 연구)

  • Choe, Jae-Hwan;Cheon, So-Min;Kim, Jong-Am
    • Proceeding of EDISON Challenge
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    • 2012.04a
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    • pp.77-80
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    • 2012
  • 초음속 흡입구는 설계점에서 안정적으로 작동하지만 설계점 밖에서는 엔진성능이 급격히 감소하거나 층 격파 불안정 문제가 발생할 수 있다. 초음속 흡입구의 일반적인 특성을 파악하기 위해 2단 꺾임각을 갖는 외부 압축식 2차원 흡입구를 설계하고 EDISON_열유체 시스템을 이용하여 최종적으로 설계 마하수 2.5에서 작동하는 형상을 얻었다. 그러나 설계 마하수 이하의 영역에서는 충격파-경계층, 충격파간 상호작용으로 인해 유동에서 박리가 발생하고 최종적으로 흡입구 목을 질식시켜 아임계 상태로 천이된다. 이를 해결하기 위해 유동 제어 방법 중 하나인 bleeding을 이용하여 경계층을 제거하거나 유동의 박리를 방지하여 충격파를 cowl lip 전방에 안정하게 고정시킬 수 있었으며, 결과적으로 목적하였던 마하수 2.0에서 2.5에 이르는 작동 영역에서 강건하게 운용될 수 있는 초음속 흡입구를 설계하였다.

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Study on the Passive Shock/Boundary Layer Interaction Control in Transonic Moist Air Flow (습공기 유동에서 발생하는 충격파와 경계층 간섭의 피동제어에 관한 연구)

  • Baek, Seung-Cheol;Kwon, Soon-Bum;Kim, Heuy-Dong
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.30 no.8
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    • pp.21-29
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    • 2002
  • In the present study, a passive control method, using a porous wall and cavity system, is applied to the shock wave/boundary layer interactions in transonic moist air flow. The two-dimensional, unsteady, compressible, Navier-Stokes equations, which are fully coupled with a droplet growth equation, are solved by the third-order MUSCL type TVD finite difference scheme. Baldwin-Lomax model is employed to close the governing equations. In order to investigate the effectiveness of the present control method, the total pressure loss of the flow and the time-dependent behaviour of shock motions are analyzed in detail. The computed results show that the present passive control method considerably reduces the total pressure losses due to the shock wave/boundary layer interaction in transonic moist air flow and suppresses the unsteady shock wave motions over the airfoil as well. It is also found that the location of the porous ventilation significantly affects the control effectiveness.

이중 슬롯을 이용한 충격파/난류 경계층 간섭현상의 피동제어

  • 구병수;김현섭;김희동
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2000.11a
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    • pp.36-36
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    • 2000
  • 천음속 또는 초음속 유동이 유동장의 하류에서 부여되는 압력조건에 의하여 감속되는 경우나, 유동방향의 갑작스런 변화를 요구하는 물체 혹은 벽면이 존재하는 경우에 발생한 충격파는 벽면을 따라 발생하는 층류 혹은 난류 경계층과 복잡한 상호간섭 (interaction)을 일으켜 충격파에 의한 박리 발생, 충격파 하류에 새로운 충격파 발생, 충격파가 큰 진폭으로 진동하게 되는 현상 등을 발생시킨다. 이러한 간섭현상은 고속유동이 통과하는 유체요소나 유체기기의 성능을 좌우하는 매우 중요한 유동현상으로, 유체기계의 설계 시 사전에 고려되어야 할 중요한 공학적 문제이다.(중략)

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Study on Concept Design of Supersonic Inlet and Flow Control of Bleeding under Operating Condition (초음속 흡입구 개념 설계와 운영조건 내의 블리딩(bleeding) 유동제어 연구)

  • Choi, Jaehwan;Cheon, Somin;Choe, Yohan;Hong, Wooram;Kim, Chongam
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.40 no.12
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    • pp.1025-1031
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    • 2012
  • The present paper deals with concept design of supersonic inlet based on compressible flow theory and flow control of bleeding in order to guarantee stability of supersonic inlet of ramjet engine in broad range of operating conditions. Shock instability, shock wave-boundary layer interaction and flow separation should be properly controlled to improve performance of the supersonic inlet. Considering shock strength, boundary layer and flow separation, the supersonic inlet is modified from the basic model which is designed under inviscid theory. Consequently, shock is stabilized, and required mass flow rate is obtained. Furthermore, bleeding is applied to the supersonic inlet to maintain performance in off-design conditions. Mass flow condition is adopted for modeling of bleeding effect, and performance of the supersonic inlet is evaluated by changing bleeding locations and numbers.

Computational Study of the Passive Control of the Oblique-Shock-Interaction Flows (경사충격파 간섭유동의 피동제어에 관한 수치해석적 연구)

  • Chang, Sung-Ha;Lee, Yeol;Lee, Yong-Hee
    • Proceedings of the Korean Society of Propulsion Engineers Conference
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    • 2006.11a
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    • pp.327-330
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    • 2006
  • Numerical study on the passive control of the oblique shock wave/turbulent boundary-layer interaction control utilizing slotted plates over a cavity has been carried out. Numerical results have been compared with the experimental observations, such as pitot/wall surface pressures and Schlieren flow visualizations, obtained for the same boundary conditions. It was found that the present numerical results shows a good agreement with experimental data. Further, the effect of different slot configurations including various number, location and angle of slots on the characteristics of the interactions are also tested, focusing on the variation of the piot pressure and the boundary-layer characteristics downstream of the interaction and the recirculating mass flux through cavity.

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Computational Study of the Passive Control of the Oblique-Shock-Interaction Flows (경사충격파 간섭유동의 피동제어에 관한 수치해석적 연구)

  • Chang, Sung-Ha;Lee, Yeol
    • Journal of the Korean Society of Propulsion Engineers
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    • v.11 no.2
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    • pp.18-25
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    • 2007
  • Computational study on the passive control of the oblique shock-wave/turbulent boundary-layer interaction utilizing slotted plates over a cavity has been carried out. The numerical boundary layer profile upstream of the interaction follows the compressible turbulent boundary-layer theory reasonably well, and the other results also show good agreements with the experimental observations, such as the wall surface pressures and Schlieren flow visualizations. Further, the effects of various slot configuration including number, location and angle of the slots on the characteristics of the interactions, such as the variation of the total pressures, the boundary-layer characteristics downstream of the interaction and the recirculating mass flux through the slots, are also tested and compared.

Computations on Passive Control of Normal Shock-Wave/Turbulent Boundary-Layer Interactions (수직충격파와 난류경계층의 간섭유동의 피동제어에 관한 수치 해석)

  • 구병수;김희동
    • Journal of the Korean Society of Propulsion Engineers
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    • v.5 no.3
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    • pp.25-32
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    • 2001
  • A passive control method of the interaction between a weak normal shock-wave and a turbulent boundary-layer was simulated using two-dimensional Navier-Stokes computations. The inflow Mach number just upstream of the normal shock wave was 1.33. A porous plate wall having a cavity underneath was used to control the shock-wave/turbulent boundary-layer interaction. The flows through the porous holes and inside the cavity were investigated to get a better understanding of the flow physics involved in this kind of passive control method. The present computations were validated by some recent wind tunnel tests. The results showed that downstream of the rear leg of the $\lambda$-shock wave the main stream inflows into the cavity, but upstream of the rear leg of the $\lambda$-shock wave the flow proceeds from the cavity toward to the main stream. The flow through the porous holes did not choke fur the present shock/boundary layer interaction.

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Experimental Study of Freshwater Discharge and Saltwater Intrusion Control in Coastal Aquifer (해안대수층에서 담수-염수 경계면 변화에 따른 최대담수양수량과 염수침투제어에 대한 실험적 연구)

  • Suh, Seong-Kook;Oh, Chang-Moo;Kim, Won-Il;Ho, Jung-Seok
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.5
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    • pp.159-168
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    • 2010
  • This study investigates the relationships between the maximum freshwater pumping discharge and hydraulic properties of coastal aquifer using a laboratory model. The experiment performed the fresh pumping test in various locations near the saltwedge induced by saltwater intrusion to freshwater over aquifer characteristics of hydraulic conductivity, salinity, and ground surface slope. Saltwater pumping also tested to protest saltwater intrusion to the excessively discharging freshwater well. The maximum freshwater discharges were achieved, and then the optimum saltwater discharges were measured. It is found that greater hydraulic conductivity and ground surface slope produced greater the maximum freshwater pumping discharge. Salinity gave less impact on the pumping discharge relatively. Higher freshwater discharge was found at higher hydraulic conductivity and steeper ground surface slope. The optimum saltwater discharge required 14% more pumping rate than the maximum freshwater discharge to keep saltwater intrusion to the freshwater pumping well. Pumping well located closer to salt-wedge profile promoted less freshwater pumping discharge. Therefore, pumping well location, hydraulic conductivity, ground surface slope, and salinity should be taken into account in freshwater pumping in coastal aquifer.

Flow Visualization of Flow Control of the Shock Wave/Turbulent Boundary-Layer Interactions (충격파와 난류 경계층 간섭유동 제어에서의 유동 가시화)

  • Lee,Yeol
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.31 no.7
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    • pp.32-40
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    • 2003
  • An experimental research has been carried out for flow visualizations of the shock wave/turbulent boundary-layer interaction control utilizing the aeroelastic flaps, Spark shadowgraphs, kerosene-lampblack tracings for the surface streakline pattern, and interference fringe patterns over a thin oil-film applied at the downstream of the shock interactions have been obtained , Effects of variation of the shapes and thicknesses of the flaps are tested, and all the results are compared to the solid-wall reference case without flow-control mechanism , From the qualitative observation of the variation of skin friction utilizing the interference fringe patterns over the silicone oil-film, a strong spanwise variation of the skin friction with a narrow and long region of separation has been noticed near the centerline behind the shock structure, which phenomenon demonstrate a strong three-dimensionality of the shock interaction flows, Influence of the shape of the cavity under the flaps to the shock interaction is also tested, and it is observed that the shape of the cavity is not negligible.

An Experimental Study on a Sea Water Infiltration Control via Pumping of Salt Water at Coastal Aquifer and Calculation of the Maximum Possible Amount of Pumping (해안대수층에서 염수 양수를 통한 염수 침투 제어 및 가능 최대 담수 양수량 산정에 관한 실험적 연구)

  • Suh, Seong-Kook;Oh, Chang-Moo;Kim, Won-Il;Ho, Jung-Seok;Ahn, Won-Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.2001-2006
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    • 2010
  • 본 연구에서는 수리모형실험을 통해 해안지역 대수층에서 해수침투가 일어나지 않는 지하수의 최적 양수량을 산정하였다. 해안 대수층 및 양수정을 구현하기 위해 가로 140 cm, 세로 70 cm, 두께 10 cm 의 직사각형 Sandtank 모형과 5 mm 원형관을 이용하여 수행하였다. 해수의 염도, 해안가의 지표경사 등을 기준으로 설정하였으며, 다공질 매체의 입자크기에 따른 수리전도도 2가지를 경계조건으로 하여 각각의 양수정 위치에 따라 최대 담수량을 모의하였으며, 이 때, 하나의 과잉 담수량에 따른 최적 염수량을 산정하여 염수침투 제어 효과를 검증하였다. 다공질매체의 수리전도도가 높을수록 최대 담수량이 증가되며 이에 따라 염수 침투 제어를 위한 최적염수량이 증가하였다. 또한 양수정의 위치가 염수조에 가까울수록 최대담수량 및 최적염수량이 감소되었다. 이러한 모의를 통하여 설정된 각각의 양수정 위치에서 최적의 염수량으로 염수침투를 제어함으로써 지속시간 이용가능한 최대담수량을 나타내었다.

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