• 제목/요약/키워드: CFX5.7

검색결과 40건 처리시간 0.027초

Numerical investigation of tip clearance effects on the performance of ducted propeller

  • Ding, Yongle;Song, Baowei;Wang, Peng
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제7권5호
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    • pp.795-804
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    • 2015
  • Tip clearance loss is a limitation of the improvement of turbomachine performance. Previous studies show the Tip clearance loss is generated by the leakage flow through the tip clearance, and is roughly linearly proportional to the gap size. This study investigates the tip clearance effects on the performance of ducted propeller. The investigation was carried out by solving the Navier-Stokes equations with the commercial Computational Fluid Dynamic (CFD) code CFX14.5. These simulations were carried out to determine the underlying mechanisms of the tip clearance effects. The calculations were performed at three different chosen advance ratios. Simulation results showed that the tip loss slope was not linearly at high advance due to the reversed pressure at the leading edge. Three type of vortical structures were observed in the tip clearance at different clearance size.

풍력단지 CFD 모델링에 의한 풍력발전기 및 복잡지형으로 인한 후류 예측 (Estimation of the Wake Caused by Wind Turbine and Complex Terrain by CFD Wind Farm Modelling)

  • 고경남;허종철
    • 한국태양에너지학회 논문집
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    • 제31권5호
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    • pp.19-26
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    • 2011
  • 복잡지형에서의 풍력단지 CFD 모델링을 통한 시뮬레이션 결과가 이 논문에 주어졌다. 이 연구를 위하여 작은 산(오름)들로 둘러싸인 제주도 성산 풍력단지가 선택되었고, 두 개의 주풍향에 대하여 ANSYS CFX로 시뮬레이션 하였다. 격자생성을 위하여 실제 지형데이터가 사용되었고, 풍력발전기와 복잡지형으로부터 발생하는 후류효과를 예측하기 위하여 SST 난류모델 및 액추에이터 디스크 모델이 적용되었다. 그 결과, 성산 풍력단지 주변에 있는 작은 산 및 풍력발전기에서 발생하는 후류의 영향은 3~7 km 계속된다고 예측되었다. 또한 그 후류는 풍속 및 난류강도에 상당한 영향을 미치고 있다고 예측되었다.

전산 해석에 의한 파풍망의 설치 효과와 최적 파이프 규격 (The Installation Effect and Optimal Pipe Sizes of an Anti-Wind Net by Computational Analysis)

  • 염성현;권기정;성시흥;최영돈
    • Journal of Biosystems Engineering
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    • 제32권6호
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    • pp.430-439
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    • 2007
  • This study was carried out to(1) visualize the installation effect of an anti-wind net; (2) evaluate structural stability of typical anti-wind nets in Jeju; and (3) present the optimal specification of pipes in an anti-wind net for maximum instant wind velocities of 40 m/s and 45 m/s. The analyses were done for anti-wind nets with a mesh of 4 mm and a height of 3 m by using CFX and ANSYS. The results showed that the wind went down due to flow resistance when passing through an. anti-wind net. The anti-wind net with the supporting pipe being installed every two main columns was certainly unstable because the main column not sustained by the supporting pipe became cantilever. With regard to the position of a fixing point of the supporting pipe, von Mises stress on pipes was certainly increased as vertical positions of the supporting pipe were changed to be too lower or higher than an adequate position but there was little difference according to horizontal positions. The adequate vertical position was $2{\sim}2.5\;m$ high from the ground. For a maximum instant wind velocity of 40 m/s, the optimal specification of pipes was a main column of ${\varphi}48.1{\times}2.1$ t@2,000, cross beams(bottom and top) of ${\varphi}26.7{\times}1.9\;t$, cross beams(center) of ${\varphi}33.5{\times}2.1$ t/2ea and a supporting pipe of ${\varphi}31.8{\times}1.5$ t@2,000. In case of a maximum instant wind velocity of 45 m/s, the optimal specification of pipes with structural stability was a main column of ${\varphi}48.6{\times}3.25$ t@2,000, cross beams(bottom and top) of ${\varphi}26.7{\times}1.9\;t$, cross beams(center) of ${\varphi}48.1{\times}2.1$ t/2ea and a supporting pipe of ${\varphi}31.8{\times}1.5$ t@2,000.

파력발전용 웰즈터빈의 Flap형상변화에 따른 유동 특성에 관한 연구 (A Study on the Flow characteristics of Wells Turbine for Wave Power Conversion by Various Flap Shape)

  • 김동균;최갑송;김정환
    • 한국태양에너지학회 논문집
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    • 제26권2호
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    • pp.1-7
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    • 2006
  • A numerical investigation was performed to determine the effect of airfoil on the optimum flap height using NACA0015 Wells turbine. The five double flaps which have 0.5% difference were selected. A Navier-Stokes code, CFX-TASCflow, was used to calculate the flow field of the Wells turbine. The basic feature of the Wells turbine is that even though the cyclic airflow produces oscillating axial forces on the airfoil blades, the tangential force on the rotor is always in the same direction. Geometry used to define the three dimension numerical grid is based upon that of an experimental test rig. This paper tries to disign the double flap of Wells turbine with the numerical analysis.

CFD를 이용한 오리피스 유량계의 차압계산 (Calculations of Pressure Difference in Orifice Flowmeter using CFD)

  • 김홍민;김광용;허재영;하영철
    • 유체기계공업학회:학술대회논문집
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    • 유체기계공업학회 2001년도 유체기계 연구개발 발표회 논문집
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    • pp.400-403
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    • 2001
  • In this study, commercial CFD code, i.e, CFX-4.3 is used to analyze the flow field and to calculate pressure differences in an orifice flowmeter. Four numerical schemes and five turbulence models are tested. Hybrid scheme and Reynolds stress model show the best performance. Chosen scheme and turbulence model are applied to predict pressure differences through the orifice for the diameter ratios, 0.3, 0.5, and 0.7. And, the results are compared with the experimental data. The results show that the calculation error is inversely proportional to the diameter ratio, and is proportional to the mass flow rate.

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패스변화에 따른 워터블록의 열전달 및 유동특성 평가 (Heat Transfer and Fluid Flow Evaluation of Microchannel Waterblock with Pass Variations)

  • 최진태;권오경;최미진;윤재호;김용찬
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2009년도 하계학술발표대회 논문집
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    • pp.1135-1140
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    • 2009
  • The present study has been studied on a thermal and flow characteristic of the microchannel waterblock with pass variations in 8 samples. Results of a numerical analysis using the CFX-11 were compared with results of an experiment. Numerical analysis and experiment were conducted under an input power of 150 W, inlet temperature of $35^{\circ}C$ and mass flow rates of $0.7{\sim}2.0\;kg/min$. The numerical results showed reasonably good agreement with the experimental results within about $3{\sim}5%$. Also, the numerical results showed that the sample 2 types with the 2 pass gave better performance than the sample 1 types with the 1 pass from the viewpoints of heat transfer and pressure drop.

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$45^{\circ}$ 경사진 거칠기가 설치된 채널에서 유체유동과 열전달에 대한 수치모사 (Numerical Simulation for Heat Transfer and Fluid Flow in the Channel with $45^{\circ}$ Incinlined Rib)

  • 오세경;강호근;김명호;배성택;안수환
    • 동력기계공학회지
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    • 제10권1호
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    • pp.25-33
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    • 2006
  • 거칠기가 한 벽면과 두 벽면에 설치된 사각채널에서 비압축성 유체유동과 열전달을 조사하기위해 3차원 수치모사를 행하였다. CFX (version 5) software package 를 사용하여 계산하였다. 거친 벽은 $45^{\circ}$경사진 거칠기가 설치되어 있다. 채널의 4 벽면은 일정한 열 유속으로 가열하였다. 수치계산 결과는 실험값과 잘 일치 하였다. 연구의 조건은 거칠기 피치와 높이의 비가 8이고, 거칠기 높이와 채널 수력직경의 비가 0.067이며, 레이놀즈수의 범위는 7,600에서 24,900이었다. 연구의 결과는 열전달계수와 마찰계수는 사각채널에서 거친 벽면의 수가 클수록 증가 함을 보였다.

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어린이 치면세균막에서 치주질환원인균과 항생제 내성유전자의 출현율 (PERIODONTOPATHIC BACTERIA AND ANTIBIOTIC RESISTANCE GENES OF ORAL BIOFILMS IN CHILDREN)

  • 김선미;최남기;조성훈;이석우;임회정;임회순;강미선;오종석
    • 대한소아치과학회지
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    • 제38권2호
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    • pp.170-178
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    • 2011
  • 항생제 사용에 따라 구강내 세균들이 가지게 되는 내성의 발현이 문제가 될 수 있다. 어린이 치면세균막에서 치주질환의 원인균들과 흔히 사용하고 있는 항생제들에 대한 내성유전자의 출현율을 알아보고자 중합효소연쇄반응을 이용하여 조사하였다. 1. 치주질환 원인균의 출현율은 F. nucleatum 95.4%, T. forsythia 55.2% 이었으며, P. gingivalis 40.2%, A. actinomycetemcomitans 5.7%, T. denticola는 3.4% 순이었다. 2. 항생제 내성유전자의 출현율 조사에서 cephalosporin 분해효소인 cfxA는 100%에서 발견되었으며 ${\beta}$-lactam 분해효소인 $bla_{TEM}$과 tetracycline 내성유전자인 tet(M)도 100%의 출현율을 보였다. tet(Q)는 88.5%, ${\beta}$-lactam 분해효소인 $bla_{SHV}$는 29.9%, macrolide계 내성 ermF유전자는 87.4%, vancomycin 내성 vanA는 48.5%의 출현율을 보였다. Aminoglycoside에 대한 복합 내성을 보이는 aacA-aphD와 meticillin 내성유전자 mecA는 9.2%로 가장 낮은 출현율을 보였다. 3. 치주질환 원인균과 항생제 내성유전자와의 관련성 조사에서 T. forsythia와 $bla_{SHV}$간에 그리고 P. gingivalis와 vanA간 에 유의한 상관성이 있었다. 항생제 내성유전자 tet(Q)와 ermF (0.514)간에 중등도의 상관성을 나타내었으며, mecA와 vanA (0.25)간에 유의한 상관성을 나타내었다. 건강한 어린이들의 치면세균막에 다양한 치주질환 원인균들과 항생제 내성유전자들이 존재하며, 상호 관련성을 가지고 존재함을 보여주었다.

수직축 풍력터빈의 유동해석에 관한 연구 (A Study on Air Flow Analysis in Vertical-axis Wind Turbine)

  • 이기선;박정철
    • 전기학회논문지P
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    • 제66권4호
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    • pp.158-162
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    • 2017
  • This paper did basic study on the vertical-axis wind turbine. Namely, This paper was try to find the optimum conditions by using the ANSYS CFX simulation program through the changes of the main-blade angle and sub-blade angle. Main-blade Shape #4 angle $45^{\circ}$ compared to others Shape angle $0^{\circ}$ was increased by 157.2[%] to 263.2[%] in the power output and was increased by 110[%] to 250[%] in the power coefficient. Also, when the Shape #5 Fin length of main-blade doubles, because the power output was 70.8[%] compared to Shape #1 and 27.5[%] compared to Shape #4, and the power coefficient was 60[%] compared to Shape #1 and 28.6[%] compared to Shape #4, the power output and the power efficiency were rather reduced. The output current of Shape #4 was increased 109.9[%] compared to Shape #1 and increased 250[%] compared to Shape #5, and The output voltage of Shape #4 was increased 22.5[%] compared to Shape #1 and increased 3.7[%] compared to Shape #4.

거친 사각채널에서 열전달과 유체유동 특성에 관한 실험 및 수치해석 (Experimental and Numerical Investigation on Heat Transfer and Fluid Flow Characteristics in the Ribbed Square Channel)

  • 강호근;배성택;이대희;안수환
    • Journal of Advanced Marine Engineering and Technology
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    • 제30권2호
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    • pp.275-283
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    • 2006
  • Experiment and three dimensional numerical investigations of incompressible turbulent flow through square channels with one- and two-sided ribbed walls are performed to determine pressure drop and heat transfer. The CFX(version 5.7) software package is used for the computation. The ribbed walls have a $45^{\circ}$ inclined square rib. Uniform heat flux is maintained on whole inner heat transfer channel area. The numerical results coincide with experimental data that obtained for $7,600{\le}Re{\le}24.900$, the pitch-to-rib height ratio (p/e) of 8.0. and the rib height-to-channel hydraulic diameter ratio ($e/D_h$) of 0.0667. The results show that values of local heat transfer coefficient and friction factor in the channel with two-sided ribbed wall are higher than those in the channel with one-sided ribbed walls.