• Title/Summary/Keyword: Vortex Flow

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전교통동맥류 내부 유동 전산해석을 통한 낮은 벽면 전단 응력 영역 발달 분석 (Evolution of Low Wall-Shear Stress Area in Anterior Communicating Artery Aneurysm)

  • 국윤혁;권태호;문성득;김동민;황진율;배영오
    • 한국가시화정보학회지
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    • 제20권2호
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    • pp.45-54
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    • 2022
  • We analyzed the low wall-shear stress area in the intracranial aneurysm that occurred at an anterior communicating artery with a special emphasis on vortical structures close to the wall. We reconstructed the aneurysm model from patient CTA data. We assumed blood as an incompressible Newtonian fluid and treated the blood vessel as a solid wall. The pulsatile boundary condition was applied at the inlet of the anterior cerebral artery. From the instantaneous flow field, we computed the histogram of the wall-shear stress over the aneurysm wall and found the low wall-shear stress event (< 0.4 Pa). This extreme event was due to the low wall-shear stress area that occurred at the daughter sac. We found that the merging of two vortices induced the low wall-shear stress area; one arises from the morphological characteristics of the daughter sac, and the other is formed by a jet flow into the aneurysm sac. The latter approaches the daughter sac, which ultimately leads to the strong ejection event near the daughter sac.

유도무기 형상의 공력 특성 예측 방법 비교 (A Comparison of Aerodynamic Prediction Methodologies for Missile Configurations)

  • 노경호;강동기;김재현;김영진
    • 한국항공우주학회지
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    • 제50권11호
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    • pp.755-762
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    • 2022
  • 유도무기 형상에 대한 풍동시험 데이터를 다양한 반경험식 기반 코드 및 CFD해석 코드를 이용한 공력 해석 결과와 비교하였다. 주날개 형상 2종과 주날개와 꼬리날개가 일렬로 늘어선 inline 형상 및 서로 교차되는 interdigitate 형상 등 총 3가지 형상에 대해 시험결과와 비교하였으며, 형상의 특징에 따라 코드별로 차이가 있는 것을 확인하였다. 추가적으로 CFD해석결과를 유동가시화 시험결과와 비교함으로써 CFD 해석 코드가 와류의 흐름을 정확하게 예측하는 것을 확인하였다.

액체수소 저장용기의 와류 구조 억제 및 증발률 저감을 위한 측벽 rib 설계 (Design of Sidewall Ribs for Suppressing Vortex Structures and Reducing Evaporation Rate in Liquid Hydrogen Storage Tank)

  • 김병건;김현기;박윤정;임민규;박성우;황진율
    • 한국가시화정보학회지
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    • 제22권2호
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    • pp.11-19
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    • 2024
  • We performed numerical simulations on a C-type liquid hydrogen (LH2) storage tank for commercial vehicles to reduce evaporation rates by manipulating vortical structures. Owing to external heat, natural convection occurs inside the tank, leading to the enhanced evaporation of LH2. We observed that the regions of high magnitude vorticity correlate with those of high evaporation rates. Specifically, vortical structures in the side section area show higher vorticity magnitude and evaporation rates compared to those in the midsection area. To suppress these vortical motions, we installed an array of ribs at intervals corresponding to the mean diameter of the vortical structures. As a result, the area occupied by vortical structures in the side section area decreased, leading to a reduction in evaporation speed by approximately 2.3 times. This study elucidates the internal evaporation mechanism in storage tanks from the perspective of flow structures and potentially contributes to minimizing the boil-off rate in cryogenic storage tanks.

선미선형을 변화시킨 두 척의 KRISO 300K VLCC 모형주위의 유동과 저항추진 특성에 대한 실험적 연구 (Experimental Study on Local Flow Characteristics and Propulsive Performance of Two KRISO 300K VLCCs with Different Stern Shapes)

  • 김우전;반석호;김도현;이춘주
    • 대한조선학회논문집
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    • 제37권3호
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    • pp.11-20
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    • 2000
  • 저속 비대선에서는 추진기면에서의 반류형상이 저항 및 추진성능을 결정하는 중요한 요소가 된다. 그러므로 저속 비대선에서는 선미선형의 형상과 유동현상과의 관계를 파악하는 것이 좋은 선형을 설계하기 위해 필수적이다. 선형 변환을 통해 얻어진 선수부의 모양이 같고 선미부의 모양이 다른 두척의 대형 유조선 선형에 대해 저항 추진 시험과 국부유동 계측 실험을 수행하였다. 이는 우선 선형 변화에 따른 저항 추진 계수의 변화를 정량적으로 제시하고, 이러한 총량적인 계측값과 국부 유동관의 관계를 규명함으로써 선미 선형의 변화에 따른 빌지 보오텍스의 세기의 차이와 이로 인한 저항 및 추진효율의 변화 등을 설명하였다. 또한 계측된 실험 자료는 저속 비대선 주위의 유동에 대한 CFD 계산의 검증 자료로 활용할 수 있으리라 기대된다.

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Spanwise coherent structure of wind turbulence and induced pressure on rectangular cylinders

  • Le, Thai-Hoa;Matsumoto, Masaru;Shirato, Hiromichi
    • Wind and Structures
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    • 제12권5호
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    • pp.441-455
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    • 2009
  • Studying the spatial distribution in coherent fields such as turbulence and turbulence-induced force is important to model and evaluate turbulence-induced forces and response of structures in the turbulent flows. Turbulence field-based coherence function is commonly used for the spatial distribution characteristic of the turbulence-induced forces in the frequency domain so far. This paper will focus to study spectral coherent structure of the turbulence and induced forces in not only the frequency domain using conventional Fourier transform-based coherence, but also temporo-spectral coherence one in the time-frequency plane thanks to wavelet transform-based coherence for better understanding of the turbulence and force coherences and their spatial distributions. Effects of spanwise separations, bluff body flow, flow conditions and Karman vortex on coherent structures of the turbulence and induced pressure, comparison between turbulence and pressure coherences as well as intermittency of the coherent structure in the time-frequency plane will be investigated here. Some new findings are that not only the force coherence is higher than the turbulence coherence, the coherences of turbulence and forces depend on the spanwise separation as previous studies, but also the coherent structures of turbulence and forces relate to the ongoing turbulence flow and bluff body flow, moreover, intermittency in the time domain and low spectral band is considered as the nature of the coherent structure. Simultaneous measurements of the surface pressure and turbulence have been carried out on some typical rectangular cylinders with slenderness ratios B/D=1 (without and with splitter plate) and B/D=5 under the artificial turbulent flows in the wind tunnel.

Across-wind excitation mechanism for interference of twin tall buildings in tandem arrangement

  • Zu, G.B.;Lam, K.M.
    • Wind and Structures
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    • 제26권6호
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    • pp.397-413
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    • 2018
  • Excitation mechanism of interference effect between two tall buildings is investigated with wind tunnel experiments. Synchronized building surface pressure and flow field measurements by particle image velocimetry (PIV) are conducted to explore the relationship between the disturbed wind flow field and the consequent wind load modification for twin buildings in tandem. This reveals evident excitation mechanisms for the fluctuating across-wind loads on the buildings. For small distance (X/D < 3) between two buildings, the disturbed flow pattern of impaired vortex shedding is observed and the fluctuating across-wind load on the downstream building decreases. For larger distance ($X/D{\geq}3$), strong correlation between the across-wind load of the downstream building and the oscillation of the wake of the upstream building is found. By further analysis with conditional sampling and phase-averaged techniques, the coherent flow structures in the building gap are clearly observed and the wake oscillation of the upstream building is confirmed to be the reason of the magnified across-wind force on the downstream building. For efficient PIV measurement, the experiments use a square-section high-rise building model with geometry scale smaller than the usual value. Interference factors for all three components of wind loads on the building models being surrounded by another identical building with various configurations are measured and compared with those from previous studies made at large geometry scale. The results support that for interference effect between buildings with sharp corners, the length scale effect plays a minor role provided that the minimum Reynolds number requirement is met.

수직형 소형풍력터빈의 비정상 익력 평가 (Analysis of Unsteady Blade Forces in a Vertical-axis Small Wind Turbine)

  • 이상문;김철규;전석윤;알사지드;장춘만
    • 한국수소및신에너지학회논문집
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    • 제29권2호
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    • pp.197-204
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    • 2018
  • In the present study, unsteady flow analysis has been conducted to investigate the blade forces and wake flow around a hybrid street-lamp having a vertical-axis small wind turbine and a photovoltaic panel. Uniform velocities of 3, 5 and 7 m/s are applied as inlet boundary condition. Relatively large vortex shedding is formed at the wake region of the photovoltaic panel, which affects the increase of blade torque and wake flow downstream of the wind turbine. It is found that blade force has a good relation to the variation of the angle of attack with the rotation of turbine blades. Variations in the torque on the turbine blade over time create a cyclic fluctuation, which can be a source of turbine vibration and noise. Unsteady fluctuation of blade forces is also analyzed to understand the nature of the vibration of a small wind turbine over time. The detailed flow field inside the turbine blades is analyzed and discussed.

두꺼운 난류경계층 내부에 놓인 직사각형 프리즘 주위의 유동구조 (Flow Structure Around a Rectangular Prism Placed in a Thick Turbulent Boundary Layer)

  • 김경천;지호성;추재민;이석호;성승학
    • 대한기계학회논문집B
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    • 제26권4호
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    • pp.578-586
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    • 2002
  • Flow structures around a rectangular prism have been investigated by using a PIV(Particle Image Velocimetry) technique. A thick turbulent boundary layer was generated by using spires arid roughness elements. The boundary layer thickness, displacement thickness and momentum thickness were 650mm, 117.4mm and 78mm, respectively. The ratio between the model height(40mm) and the boundary layer thickness H/$\delta$, was 0.06. The Reynolds number based on the free stream velocity and the height of the model was 7.9$\times$10$^3$. The PIV measurements were performed at three different wall normal planes. Three recirculation regions at forward facing step, top of the roof and backward facing step are clearly seen and show three dimensional features. Dramatic changes of flow patterns are observed in the wake regions in the different spanwise wall normal planes. Instead of reattachment and recirculation zone, rising streamlines are depicted at the normal planes near the side wall due to the interaction with a rising horse shoe vortex. The peak of turbulent kinetic energy occurs at the separation bubble on top of the roof and the magnitude is 2.5 times higher compared with that of the wake region.

인공 도로협곡 관측 자료를 활용한 전산유체역학모델 검증 (Verification of Computational Fluid Dynamics Model Using Observation Data in Artificial Street Canyon)

  • 김도형;홍선옥;이대근;이영곤;김백조
    • 대기
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    • 제26권3호
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    • pp.423-433
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    • 2016
  • In this study, performance of a computational fluid dynamics (CFD) model is assessed from analysis on air flow pattern which is observed in the artificial street canyon. Field observations focusing on flows were conducted at an artificial street canyon in Magok region. For the observation of three-dimensional airflow structures, twelve three-dimensional wind anemometers (hereafter, CSAT3) were installed inside the street canyon. The street canyon was composed of two rectangular buildings with 35-m length, 4-m width, and 7-m height. The street width (distance between the buildings) is 7 m, making the street aspect ratio (defined by the ratio of building height to street width) of 1. For the observation of above-building wind, a CSAT3 was installed above the northwest-side building. Southwesterly, westerly and northwesterly were dominant in the street canyon during the observations. Because wind direction is parallel to the street canyon in the southwesterly case, westerly and northwesterly were selected as inflow directions in numerical simulations using a computational fluid dynamics model developed through the collaborative research project between National Institute of Meteorological Sciences and Seoul National University (CFD_NIMR_SNU). The observations showed that a well-structured vortex flow (skimming flow) and an evidence of a small eddy at the corner of the downwind building and ground appeared. The CFD_NIMR_SNU reproduced both the observed flow patterns reasonably well, although wind speeds inside the street canyon were underestimated.

특별피난계단 부속실 제연설비의 방연풍속 측정 방법에 관한 연구 (Study on Measurement Method of Air Egress Velocity in Vestibule of Smoke Control System)

  • 이수경;홍대화
    • 한국화재소방학회논문지
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    • 제25권3호
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    • pp.85-90
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    • 2011
  • 본 연구는 국내 고층건물 특별피난계단의 부속실에 설치되는 급기가압 제연시스템에서 화재 발생 시 피난을 위하여 출입문이 개방되었을 경우 형성되는 방연풍속의 특성을 FDS를 이용하여 해석하였고, 해석 결과를 분산분석으로 기류의 특성에 따른 측정 방안을 분석하고자 한다. 부속실과 같은 구획공간의 설계 조건에서 급기댐퍼에서 토출되는 보충량은 심한 와류를 형성하고 형성된 와류의 범위 안에 출입문이 존재할 경우 비정상적인 기체의 유동이 출입문지점에 발생한다는 것을 선행연구를 통하여 확인할 수 있었다. 국가화재안전기준 NFSC 501A에서 방연풍속을 측정할 때에는 출입문의 개방에 따른 개구부를 대칭적으로 균등 분할하는 10 이상의 지점에서 측정하는 풍속의 평균치로 할 것으로 정하고 있으나 이러한 조건에서는 출입구 상부 지점에 기류의 유입 현상을 파악하기 어렵고 풍속의 편차가 심하기 때문에 측정점을 공기조화설비의 시험조정 평가 기술기준에서 제시하는 64점 이상으로 세분화하여 측정하여야 할 것이다.