VIVACE (Vortex Induced Vibration Aquatic Clean Energy): A New Concept in Generation of Clean and Renewable Energy From Fluid Flow

Any device aiming to harness the abundant clean and renewable energy from ocean and other water resources in the USA must have high energy density, be unobtrusive, have low maintenance, be robust, meet life cycle cost targets, and have a 10-20 year life. The VIVACE (Vortex Induced Vibration Aquatic Clean Energy) Converter invented by Bernitsas & Raghavan, patent pending through the University of Michigan - satisfies those criteria. It converts ocean/river current hydrokinetic energy to a usable form of energy such as electricity using VIV successfully and efficiently for the first time. VIVACE is based on the idea of maximizing rather than spoiling vortex shedding and exploiting rather than suppressing VIV. It introduces optimal damping for energy conversion while maintaining VIV over a broad range of vortex shedding synchronization. VIV occurs over very broad ranges of Reynolds (Re) number. Only three transition regions suppress VIV. Thus, even from currents as slow as 0.25m/sec, VIVACE can extract energy with high power conversion ratio making ocean/river current energy a more accessible and economically viable resource. In this paper, the underlying concepts of the VIVACE Converter are discussed. The designs of the physical model and lab prototype are presented. A mathematical model is developed and design particulars for a wide range of application scales are calculated. Experimental measurements on the lab prototype are reported in the sequel paper and used here for preliminary benchmarking.

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

[2]  C. Williamson,et al.  Fluid Forces and Dynamics of a Hydroelastic Structure with Very Low Mass and Damping , 1997 .

[3]  G. Lauder,et al.  Fish Exploiting Vortices Decrease Muscle Activity , 2003, Science.

[4]  C. Williamson,et al.  Vortex-Induced Vibrations , 2004, Wind Effects on Structures.

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

[6]  Jørgen Fredsøe,et al.  Hydrodynamics Around Cylindrical Structures , 2006 .

[7]  R. Gopalkrishnan Vortex-induced forces on oscillating bluff cylinders , 1993 .

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

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

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

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

[12]  J. Graham,et al.  Flow Around Circular Cylinders. Vol. 2: Applications , 2003 .

[13]  C. Norberg An experimental investigation of the flow around a circular cylinder: influence of aspect ratio , 1994, Journal of Fluid Mechanics.

[14]  Peter W. Bearman,et al.  Aspect ratio and end plate effects on vortex shedding from a circular cylinder , 1992, Journal of Fluid Mechanics.

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

[16]  Turgut Sarpkaya,et al.  A critical review of the intrinsic nature of vortex-induced vibrations , 2004 .

[17]  I. Gorst Survey of energy resources , 1985 .

[18]  J. T. Klamo,et al.  On the maximum amplitude for a freely vibrating cylinder in cross-flow , 2005 .

[19]  Atsuo Sueoka,et al.  Quenching of vortex-induced vibrations of towering structure and generation of electricity using Hula-Hoops , 2004 .

[20]  J. R. Morison,et al.  The Force Exerted by Surface Waves on Piles , 1950 .

[21]  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.