VIV and galloping of single circular cylinder with surface roughness at 3.0×104≤Re≤1.2×105

Abstract Passive Turbulence Control (PTC) in the form of selectively distributed surface roughness is used to alter Flow Induced Motion (FIM) of a circular cylinder in a steady flow. The objective is to enhance FIM's synchronization range and amplitude, thus maximizing conversion of hydrokinetic energy into mechanical energy by oscillator in vortex-induced vibration and/or galloping. Through additional viscous damping, mechanical energy is converted to electrical harnessing clean and renewable energy from ocean/river currents. High Reynolds numbers ( Re ) are required to reach the high-lift TrSL3 (Transition-Shear-Layer-3) flow regime. PTC trips flow separation and energizes the boundary layer, thus inducing higher vorticity and consequently lift. Roughness location, surface coverage, and size are studied using systematic model tests with broad-field laser visualization at 3.0×10 4 Re 5 in the low-turbulence free-surface water-channel of the Marine Renewable Energy Laboratory of the University of Michigan. Test results show that 16° roughness coverage is effective in the range (10°–80°) inducing reduced vortex-induced vibration (VIV), enhanced VIV, or galloping. Range of synchronization may increase or decrease, galloping amplitude of oscillation reaches three diameters; wake structures change dramatically reaching up to ten vortices per cycle. Conversion of hydrokinetic energy to mechanical is enhanced strongly with proper PTC.

[1]  Katsuya Hirata,et al.  Galloping of a Circular Cylinder in the Presence of a Splitter Plate , 1991 .

[2]  H Nishimura,et al.  Aerodynamic characteristics of fluctuating forces on a circular cylinder , 2001 .

[3]  C. Feng The measurement of vortex induced effects in flow past stationary and oscillating circular and D-section cylinders , 1968 .

[4]  A. Bokaian,et al.  Wake-induced galloping of two interfering circular cylinders , 1984, Journal of Fluid Mechanics.

[5]  Further study on vortex shedding flow by a circular cylinder , 1988 .

[6]  E. Achenbach Influence of surface roughness on the cross-flow around a circular cylinder , 1971, Journal of Fluid Mechanics.

[7]  Turgut Sarpkaya,et al.  HYDRODYNAMIC DAMPING. FLOW-INDUCED OSCILLATIONS, AND BIHARMONIC RESPONSE , 1995 .

[8]  Michael M. Bernitsas,et al.  High-damping, high-Reynolds VIV tests for energy harnessing using the VIVACE converter , 2011 .

[9]  C. Williamson,et al.  DYNAMICS OF A HYDROELASTIC CYLINDER WITH VERY LOW MASS AND DAMPING , 1996 .

[10]  R. Blevins,et al.  Flow-Induced Vibration , 1977 .

[11]  M. Hamdan,et al.  Roughness and turbulence intensity effects on the induced flow oscillation of a single cylinder , 1992 .

[12]  P. Bearman VORTEX SHEDDING FROM OSCILLATING BLUFF BODIES , 1984 .

[13]  M. M. Zdravkovich,et al.  Flow Around Circular Cylinders Volume 1: Fundamentals , 1997 .

[14]  Peter W. Bearman,et al.  Wake structures and vortex-induced vibrations of a long flexible cylinder—Part 2: Drag coefficients and vortex modes , 2009 .

[15]  B. Gowda,et al.  Influence of corner radius on the near wake structure of a transversely oscillating square cylinder , 2009 .

[16]  Charles H. K. Williamson,et al.  Prediction of vortex-induced vibration response by employing controlled motion , 2009, Journal of Fluid Mechanics.

[17]  Roger King,et al.  A review of vortex shedding research and its application , 1977 .

[18]  H. Schlichting Boundary Layer Theory , 1955 .

[19]  C. Williamson,et al.  Modes of vortex formation and frequency response of a freely vibrating cylinder , 2000, Journal of Fluid Mechanics.

[20]  Richard H. J. Willden,et al.  Three distinct response regimes for the transverse Vortex-Induced Vibrations of circular cylinders at low Reynolds numbers , 2006 .

[21]  Franz S. Hover,et al.  Vortex-induced vibrations of a cylinder with tripping wires , 2001, Journal of Fluid Mechanics.

[22]  Kamaldev Raghavan,et al.  Enhancement of High Damping VIV Through Roughness Distribution for Energy Harnessing at 8×103 < Re < 1.5×105 , 2008 .

[23]  Yasuharu Nakamura,et al.  The effects of surface roughness on the flow past circular cylinders at high Reynolds numbers , 1982, Journal of Fluid Mechanics.

[24]  C. Farell,et al.  Surface-roughness effects on the mean flow past circular cylinders , 1975, Journal of Fluid Mechanics.

[25]  G. Moe,et al.  The Lift Force on a Cylinder Vibrating in a Current , 1990 .

[26]  Franz S. Hover,et al.  Forces on oscillating uniform and tapered cylinders in cross flow , 1998, Journal of Fluid Mechanics.

[27]  Kamaldev Raghavan,et al.  VIVACE (Vortex Induced Vibration Aquatic Clean Energy): A New Concept in Generation of Clean and Renewable Energy From Fluid Flow , 2008 .

[28]  E. Achenbach,et al.  On vortex shedding from smooth and rough cylinders in the range of Reynolds numbers 6×103 to 5×106 , 1981, Journal of Fluid Mechanics.

[29]  G. V. Parkinson,et al.  Galloping response of towers , 1979 .

[30]  金 恵英 Mechanism of wake galloping of two circular cylinders , 2009 .

[31]  C. M. Larsen,et al.  Added Mass and Oscillation Frequency for a Circular Cylinder Subjected to Vortex-Induced Vibrations and External Disturbance , 2000 .

[32]  C. Williamson,et al.  MOTIONS, FORCES AND MODE TRANSITIONS IN VORTEX-INDUCED VIBRATIONS AT LOW MASS-DAMPING , 1999 .

[33]  Donald Rockwell,et al.  Flow structure from an oscillating cylinder Part 1. Mechanisms of phase shift and recovery in the near wake , 1988, Journal of Fluid Mechanics.

[34]  A. R. Bokaian,et al.  Hydroelastic instabilities of square cylinders , 1984 .

[35]  Charles H. K. Williamson,et al.  Investigation of relative effects of mass and damping in vortex-induced vibration of a circular cylinder , 1997 .

[36]  M. Thompson,et al.  Flow past a cylinder close to a free surface , 2005, Journal of Fluid Mechanics.

[37]  J. Meseguer,et al.  Galloping instabilities of two-dimensional triangular cross-section bodies , 2005 .

[38]  E. Achenbach,et al.  Distribution of local pressure and skin friction around a circular cylinder in cross-flow up to Re = 5 × 106 , 1968, Journal of Fluid Mechanics.

[39]  Robert D. Blevins,et al.  Experimental Investigation of Vortex-Induced Vibration in One and Two Dimensions With Variable Mass, Damping, and Reynolds Number , 2009 .

[40]  Charles H. K. Williamson,et al.  A high-amplitude 2T mode of vortex-induced vibration for a light body in XY motion , 2004 .

[41]  Z. J. Ding,et al.  Lift and Damping Characteristics of Bare and Straked Cylinders at Riser Scale Reynolds Numbers , 2004 .

[42]  J. Gerrard The mechanics of the formation region of vortices behind bluff bodies , 1966, Journal of Fluid Mechanics.

[43]  Peter W. Bearman,et al.  Understanding and predicting vortex-induced vibrations , 2009, Journal of Fluid Mechanics.

[44]  Kamaldev Raghavan,et al.  The VIVACE Converter: Model Tests at High Damping and Reynolds Number Around 105 , 2009 .

[45]  José Meseguer,et al.  An analysis on the dependence on cross section geometry of galloping stability of two-dimensional bodies having either biconvex or rhomboidal cross sections , 2009 .

[46]  H. Blackburn Effect of blockage on spanwise correlation in a circular cylinder wake , 1994 .

[47]  S. Luo Vortex wake of a transversely oscillating square cylinder: A flow visualization analysis , 1992 .

[48]  G. V. Parkinson,et al.  Wind-induced instability of structures , 1971, Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences.

[49]  David T. Walker,et al.  Radar backscatter and surface roughness measurements for stationary breaking waves , 1996, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.

[50]  Charles H. K. Williamson,et al.  Defining the ‘modified Griffin plot’ in vortex-induced vibration: revealing the effect of Reynolds number using controlled damping , 2006, Journal of Fluid Mechanics.

[51]  A. Roshko,et al.  Vortex formation in the wake of an oscillating cylinder , 1988 .