• 제목/요약/키워드: computational wind tunnel

검색결과 322건 처리시간 0.037초

지하공간의 공기 질 개선을 위한 지하철 터널 내 열차풍의 수치 해석적 연구 (A NUMERICAL ANALYSIS OF TRAIN-WIND IN THE SUBWAY TUNNEL FOR THE IMPROVEMENT OF THE OF UNDERGROUND SPACE AIR QUALITY)

  • 이준호;쥬레바 막슈다;정상현;송동주
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2011년 춘계학술대회논문집
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    • pp.523-528
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    • 2011
  • Subway becomes more and more main transportation in major cities. Air pollution in the subway platforms is decreased; however, dust flow inside subway tunnel and train is increased by installing Platform Screen Door. Airflow inside subway tunnel is observed using computational method in this study The airflow characteristics around ventilation shafts and inside the tunnel is studied following the train movement, while the train moves from existing Miasamgeori station to Gireum station ANSYS CFX V12.0.l and ICEM CFD V12.0.l are used to compute the airflow inside the subway tunnel.

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아음속 익형 풍동시험 전산해석 (CFD ANALYSIS OF SUBSONIC AIRFOIL WIND TUNNEL TEST)

  • 김철완;이융교
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2007년도 추계 학술대회논문집
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    • pp.167-170
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    • 2007
  • In the present paper, wall correction method is reviewed and applied to the numerical experimental results obtained at the wind tunnel condition. The corrected lift coefficient agrees well with the reference data generated from the grid having very far boundary. However the corrected drag coefficient presents some deviation from the reference data.

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풍동실험을 이용한 3차원 산악지형의 풍속할증평가 (Estimation of Topographic Effects over 3-Dimensional Hills through Wind Tunnel Tests)

  • 조강표;정승환;조기성
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2007년도 정기 학술대회 논문집
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    • pp.745-750
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    • 2007
  • This paper presents investigation of topographic effects over isolated 3-dimensional hills through wind tunnel experiments in a boundary layer wind tunnel. Topographic models having five different slopes of $5.71^{\circ},\;11.31^{\circ},\;16.70^{\circ},\;21.80^{\circ}$, and $26.57^{\circ}$, which were based on KBC(2005), were taken into account in the study. The maximum topographic factor and the range of topographic effect from the experiment were compared with those from worldwide major codes and standards, such as ASCE-7-02, AS/NZS-1170.2:2002, ISO4354(1997), and KBC(2005). From the comparison of major codes and standards, in the vertical region of topographic effect, the gentler the slope was. the more different the topographic factors and ranges of topographic effect were, but the steeper the slope was, the more similar they were. It was found from the experimental study that the region of topographic effect in the slope in the across wind direction was greater than the regions of major codes and standard. Also, the gentler the slope was. the larger the topographic factor from the experiment was than the factors of major codes and standards.

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Wind load on irregular plan shaped tall building - a case study

  • Chakraborty, Souvik;Dalui, Sujit Kumar;Ahuja, Ashok Kumar
    • Wind and Structures
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    • 제19권1호
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    • pp.59-73
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    • 2014
  • This paper presents the results of wind tunnel studies and numerical studies on a '+' plan shaped tall building. The experiment was carried out in an open circuit wind tunnel on a 1:300 scale rigid model. The mean wind pressure coefficients on all the surfaces were studied for wind incidence angle of $0^{\circ}$ and $45^{\circ}$. Certain faces were subjected to peculiar pressure distribution due to irregular formation of eddies caused by the separation of wind flow. Moreover, commercial CFD packages of ANSYS were used to demonstrate the flow pattern around the model and pressure distribution on various faces. k-${\varepsilon}$ and SST viscosity models were used for numerical study to simulate the wind flow. Although there are some differences on certain wall faces, the numerical result is having a good agreement with the experimental results for both wind incidence angle.

난류 강도가 수평축 풍력발전기 후류 모델에 미치는 영향 (Effects of Turbulence Intensities on Wake Models of Horizontal Wind Turbines)

  • 이승호;정회갑;권순덕
    • 한국전산구조공학회논문집
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    • 제27권4호
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    • pp.273-279
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    • 2014
  • 본 논문에서는 난류 강도가 풍력발전기 후류에 미치는 영향을 살펴보기 위하여 축소된 풍력발전기 모델을 이용하여 풍동실험을 수행하였다. 실험 결과 측정 위치에 따라 풍력발전기가 가지는 특성에 따라 후류의 형태가 달라지며, 난류 강도에 따른 영향이 반드시 고려되어야 하는 것으로 나타났다. 난류 강도만을 일부 고려한 격자 난류 조건에서 등류 조건보다 기존의 후류 모델과 보다 더 잘 일치하는 경향을 보이고 있으며, 측정된 난류 강도 값을 바탕으로 수정된 후류 모델을 제안하였다. 향후 다양한 난류 특성이 고려된 합리적인 모델이 필요하다고 판단된다.

CFD modelling and the development of the diffuser augmented wind turbine

  • Phillips, D.G.;Richards, P.J.;Flay, R.G.J.
    • Wind and Structures
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    • 제5권2_3_4호
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    • pp.267-276
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    • 2002
  • Research being undertaken at the University of Auckland has enabled Vortec Energy to improve the performance of the Vortec 7 Diffuser Augmented Wind Turbine. Computational Fluid Dynamic (CFD) modelling of the Vortec 7 was used to ascertain the effectiveness of geometric modifications to the Vortec 7. The CFD work was then developed to look at new geometries, and refinement of these led to greater power augmentation for a given diffuser exit area ratio. Both full scale analysis of the Vortec 7 and a wind tunnel investigation of the development design have been used for comparison with the CFD model.

건축물군의 바람길변화로 인한 풍하중 상호간섭 및 풍환경 (Interference Effects of Change in Wind Passage of a Building Group on Wind Loads and Wind Environments)

  • 조강표;홍성일;김무환;이옥진
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 2008년도 정기 학술대회
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    • pp.402-409
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    • 2008
  • Wind loads and environments in realistic situations surrounded by neighboring buildings may be considerably different from those in idealized or simplified situations such as codes and standards. Interference effects of change in wind passage of a building group on wind loads and wind environments are reviewed. Wind-induced interference effects depend mainly on the building geometry and arrangement of these structures, their orientation and upstream terrain conditions. The most important factor among them may be the arrangement of building structures which can change the wind direction directly. Interference effects regarding wind loads are discussed with examples of window damages by typhoon and of pressure measurements in the boundary layer wind tunnel. Wind environment problems are also discussed, specially underlined on pedestrian comfort and safety. Various evaluation techniques or standards of wind environment are introduced. The change of wind velocity between the panel-type apartment buildings is examined, depending on the distance each other.

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Wind pressure and buckling of grouped steel tanks

  • Portela, Genock;Godoy, Luis A.
    • Wind and Structures
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    • 제10권1호
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    • pp.23-44
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    • 2007
  • Wind tunnel experiments on small scale groups of tanks are reported in the paper, with the aim of evaluating the pressure patterns due to group effects. A real tank configuration is studied in detail because one tank buckled during a hurricane category 3. Three configurations are studied in a wind tunnel, two with several tanks and different wind directions, and a third one with just one blocking tank. The pressures were measured in the cylindrical part and in the roof of the tank, in order to obtain pressure coefficients. Next, computational buckling analyses were carried out for the three configurations to evaluate the buckling pressure of the target structure. Finally, imperfection-sensitivity was investigated for one of the configurations, and moderate sensitivity was found, with reductions in the maximum load of the order of 25%. The results help to explain the buckling of the tank for the levels of wind experienced during the hurricane.

자연층류 익형 풍동시험 전산유체해석 (Computational Fluid Dynamics Analysis of Wind Tunnel Test for Natural Laminar Flow Airfoil)

  • 김철완;이융교
    • 항공우주기술
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    • 제7권2호
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    • pp.27-30
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    • 2008
  • 풍동시험의 벽면효과 보정방법이 풍동시험 조건에서 수행된 전산해석결과에 적용되었다. 보정을 마친 양력계수는 벽면이 없는 조건에서 수행된 전산해석 결과와 잘 일치하지만 보정된 항력계수는 벽면효과가 제거된 결과와 약간의 차이를 보인다.

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