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研究生: 張威力
Willy - Stevanus
論文名稱: 不可壓縮垂直流經過有限長水平圓柱管的實驗研究
An experimental study on the vertical incompressible flow past a finite-length horizontal cylinder
指導教授: 林怡均
Yi-Jiun Peter Lin
口試委員: 陳明志
Ming-Zhi Chen
張倉榮
Cang-Rong Zhang
朱佳仁
Jia-Ren Zhu
學位類別: 碩士
Master
系所名稱: 工程學院 - 機械工程系
Department of Mechanical Engineering
論文出版年: 2013
畢業學年度: 101
語文別: 英文
論文頁數: 166
外文關鍵詞: Particle tracer flow visualization, Particle Image Velocimetry (P.I.V), Vortex shedding frequency, Fast Fourier Transform (FFT), Downwash effect.
相關次數: 點閱:291下載:4
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  • The research studies the characteristics of the vertical incompressible flow past a finite-length horizontal cylinder in the near wake region with subcritical range of ReD from 250 to 1080. The experiments are performed in a vertical closed-loop water tunnel. Flow fields are observed by the particle tracer approach for flow visualization and measured by the Particle Image Velocimetry (P.I.V.) approach for velocity fields. The characteristics of vortex formation in the wake of the finite-length cylinder change at different regions from the tip to the base of it. Near the tip, a pair of vortices in the wake is observed and the size of the vortex increases as the observed section is away from the tip. Around a distance of 3 diameters of the cylinder from its tip, the vortex street in the wake is observed for some Reynolds numbers. The characteristics of vortex formation also change with Reynolds numbers. At X/D = -3, a pair of voctices is observed in the wake for ReD = 250, but as ReD increases to 560 the vortex street is observed at the same section. The vortex shedding frequency is analyzed by Fast Fourier Transform (FFT). Experimental results show that the downwash flow changes the vortex shedding frequency even to 5 diameters of the cylinder from its tip and vanishes about 10 diameters of the cylinder from its tip.
    For the capped finite-length cylinder, flow visualization results show that the cap reduces the downwash effect. At X/D = -1, the vortex street is observed already at the lowest Reynolds number, ReD = 250. The vortex street is more
    obvious as the observed section is away from the tip.

    Abstract Acknowledgement Contents List of Symbols List of Tables List of Figures 1 Introduction 1.1 Background and Purpose for this study 1.2 Literature Review 1.3 The Mean Velocity Defect Profile 1.4 The Outline of The Thesis 2 Experimental Set-up 2.1 Experimental Observation Methods 2.1.1 Particle Tracer Flow Visualization 2.1.2 Particle Image Velocimetry (P.I.V.) 2.2 Experimental Observation Instuments, Planes, and Water Tunnel Equipment 2.2.1 Particle Tracer Flow Visualization and P.I.V. Observation Instruments 2.2.2 Experimental Arrangement and The Coordinate System 2.2.3 The Observation Planes 2.2.4 The Water Tunnel and The Finite-length Horizontal Cylinder 2.2.5 Particle Characteristic Analysis 2.3 Post-processing Procedure 2.4 Fourier Transform 2.4.1 The Fourier Transform 2.4.2 The Discrete Fourier Transform 2.4.3 The Fast Fourier Transform (FFT) 2.5 Statistical Analysis of Experimental Data 3 Experimental Results 3.1 Experimental Runs 3.2 Results of Particle Tracer Flow Visualization 3.3 Results of P.I.V. 3.4 Results of FFT Analysis 3.5 Summary 4 The Vertical Flow Past a Capped Finite Horizontal Cylinder 4.1 Experimental Runs 4.2 Results of Particle Tracer Flow Visualization 4.3 Summary 5 Conclusions and Suggestions 5.1 Conclusions 5.2 Suggestions References Appendices Appendix A FFT command in MATLAB Appendix B Curriculum Vitae

    [1] Adaramola, M.S., Sumner, D. and Bergstrom, D.J., 2010, Effect of velocity
    ratio on the streamwise vortex structures in the wake of the stack. Journal of
    Fluid and Structures 26, 1-18.
    [2] Munson, B.R., Young, D.F., Okiishi, T.H. and Huebsch, W.W., 2010, Fundametals of fluid mechanics, the sixth ed. John Wiley and Sons, Asia. ISBN
    978-0-470-39881-4.
    [3] Schlihting, H. and Gersten, K., 2000, Boundary layer theory. Springer-Verlag
    Berlin Heidelberg, New York. ISBN 3-540-66270-7.
    [4] Wygnanski, I., Champagne, F. and Marasli, B., 1986, On the large-scale
    structures in two-dimensional, small-deficit, turbulent wakes. J. Fluid Mech.,
    168, 31-71.
    [5] Park, C.-W. and Lee, S.-J., 2000, Free end effects on the near wake flow
    structure behind a finite circular cylinder. Journal of Wind Engineering and
    Industrial Aerodynamics 88, 231-246.
    [6] Lee, H.-H., 2011, An experimental study on the free-end downwash effect
    to Karman-type vortex shedding from a finite cylinder. Ph.D dissertation,
    National Cheng Kung University.
    [7] Sumner, D., Heseltine, J.L. and Dansereau, O.J.P., 2004, Wake structure
    of a finite circular cylinder of small aspect ratio. Experiments in Fluids 37,
    720-730.
    [8] Adaramola, M.S., Akinlade, O.G., Sumner, D., Bergstrom, D.J. and Schenstead,
    A.J., 2006, Turbulent wake of a finite circular cylinder of small aspect
    ratio. Journal of Fluids and Structures 22, 919-928.
    [9] Sumner, D. and Heseltine, J.L., 2008, Tip vortex structure for a circular
    cylinder with a free end. Journal of Wind Engineering and Industrial Aerodynamics 96, 1185-1196.
    [10] Wang, H.F., Zhou, Y., Chan, C.K., Wong, W.O. and Lam, K.S., 2004, Flow
    structure around a finite-length square prism. The 15th Australasian Fluid
    Mechanics Conference, The University of Sydney, Sydney, Australia.
    [11] Nishioka, M. and Sato, H., 1974, Measurements of velocity distributions in
    the wake of a circular cylinder at low Reynolds numbers. J. Fluid Mech, 65,
    part 1, 97-112.
    [12] Gerich, D. and Eckelmann, H., 1982, Influence of end plates and free ends on
    the shedding frequency of circular cylinders. J. Fluid Mech, 122, 109-121.
    [13] Tallin, A. and Ellingwood, B., 1984, Serviceability limit states: wind induced vibrations. Journal of Structural Engineering, vol. 110, no. 10.
    [14] Holmes, J.D., 2001, Wind loading of structures. Spon Press, London. ISBN
    0-203-30164-1.
    [15] Liang, S.-G., Liu, S.-C., Li, Q.-S., Zhang, L.-L. and Gu, M., 2002, Mathematical model of acrosswind dynamic loads on rectangular tall buildings. Journal of Wind Engineering and Industrial Aerodynamics, 90, 1757-1770.
    [16] White, F.M., 2006, Viscous fluid flow, the third ed. McGraw-Hill, New York,
    USA. ISBN 007-124493-X.
    [17] Merzkirch, W., 1987, Flow Visualization, the second ed. Academic Press Inc., Orlando, Florida. ISBN 0-12-491351-2.
    [18] Adrian, R. J. and Westerweel, J., 2011, Particle Image Velocimetry. Cambridge University Press, New York, USA. ISBN 978-0-521-44008-0.
    [19] Westerweel, J., 1997, Fundamentals of digital particle image velocimetry.
    Measurement Science and Technology 8, 1379.
    [20] Tsai, B.-C., 2012, An experimental study of a round tube jet in a stationary environment and a cross-flow environment. Master thesis, National Taiwan University of Science and Technology.
    [21] Lai, Y.-W., 2010, Study on a round tube jet in a vertical water tunnel. Master thesis, National Taiwan University of Science and Technology.
    [22] Yang, S.-S., 2011, Experimental study of a horizontal round tube jet in a
    vertical crossflow at different momentum flux ratios. Master thesis, National
    Taiwan University of Science and Technology.
    [23] Jhang, J.-C., 2009, Preliminary study on a round tube jet in a vertical water tunnel. Master thesis, National Taiwan University of Science and Technology.
    [24] Cadzow, J.A. and Landingham, H.F.V., 1985, Signals, systems, and transforms. Prentice-Hall Inc., Englewood Cliffs, New Jersey. ISBN 0-13-809542-6.
    [25] Dean, R. G. and Dalrymple, R. A., 1984, Water wave mechanics for engineers
    and scientists. Prentice-Hall Inc. ISBN 9810204205.
    [26] Sreenivasan, K.R. and Narasimha, R., 1982, Equilibrium parameters for two
    -dimensional turbulent wakes. J. Fluids Eng., 104, 167-170.
    [27] Panton, R.L., 2005, Incompressible flow. John Wiley & Sonsm Inc., Hoboken, New Jersey. ISBN 0-471-26122-X.
    [28] Sarioglu, M. and Yavuz, T., 2000, Vortex shedding from circular and rectangular cylinders placed horizontally in a turbulent flow. Turk J Engin Environ Sci 24, 217-228.
    [29] Lienhard, J.H. 1966, Synopsis of Lift, Drag, and Vortex Frequency Data for Rigid Circular Cylinders. Bulletin 300, Washington State University, Technical Extension Service. Techincal Report.
    [30] Roshko, A., 1954, On the development of turbulent wakes from vortex streets. National Advisory Committee for Aeronautics, California Institute of Technology, report 1191.
    [31] Adaramola, M.S., Berstrom, D.J. and Sumner, D., 2012, Characteristics of turbulent flow in the near wake of a stack. Experimental Thermal and Fluid Science 40, 64-73.
    [32] Tavoularis, S., 2005, Measurement in Fluid Mechanics. Cambridge University Press. ISBN-0-521-81518-5.
    [33] Lesurf, J.C.G, 2002, Information and measurement, the second ed. Institute of Physics Publishing, The Institute of Physics, London. ISBN 0-7503-0823-0.

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