The VIVACE Converter
Enhancing Flow Induced Motions to Harness Hydrokinetic Energy
in an Environmentally Compatible Way
Michael M Bernitsas, Ph.D.
Mortimer E. Cooley Professor of NA&ME and ME
Director Marine Renewable Energy Laboratory
Marine and Hydrokinetic Device Modeling Workshop
National Wind Technology Center, Boulder CO
March 1, 2011
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Outline
I. Concept
Enhancement of flow induced motions:
VIV, galloping, buffeting
II. Development of VIVACE
Stage 1: Channel – scale 2 Scales
Stage 2: Towing tank – scale 3 Stage 3: Open-water - scale 3
III. Research Advances
Virtual m-c-k Turbulence stimulation
Galloping vs. VIV Flow transition
PTC to FIM map Multiple cylinders
CFD Fish-tail
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I.1. Concept: Enhance flow induced motions
VIV (Vortex Induced Vibration)
Galloping
Soft
Hard
Wake galloping
Proximity galloping
Interference galloping
Flutter
Buffeting
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I.2. VIV
Stationary cylinder Vortex Induced Vibration
• Elastic cylindrical body
• Rigid cylinder on elastic
support
Features
• Vortex synchronization
Forced oscillation • Synchronization lock-in
at fn +/- 50%-60%
• Self - limiting amplitude
(forced oscillations)
• Initial, upper, and lower
synchronization branches
• Vortex structures
• Hysteresis
Lab picture animation by Williamson • Correlation length 4/40
I.3. High damping VIV at 8×103<Re<1.5×105
Smooth cylinder results * A/D=1.9
Skop-Griffin Plot
Typical VIV tests are:
• Lab based with low Re
and low damping
Amax/D
• Field based with high Re
trying to suppress VIV
Few of these results are relevant VIVACE tests
to energy harness through VIV
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I.4. Oscillators: Linear and nonlinear
Linear oscillator VIVACE, VIV high-Re oscillator
VIV, low-Re oscillator VIVACE, VIV+galloping oscillator
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II.1. Development of VIVACE
• Stage 1: The concept
• Scales
• Stage 2: Proof of concept, channel tests
• Stage 3: Field tests
Stage 1 Stage 2 Stage 3 Stage 4 Stage 5
Tidal-current Subsystem testing Subsystem testing Full scale Commercial
energy conversion at intermediate at large scale prototype testing demonstrator
concept scale testing
U of Michigan U of Michigan St. Clair River St. Clair River TBD
2005 to 2009 2009 to Present Summer 2010 Summer 2011 Summer 2011
II.2. Stage 1: The concept
1940: Tacoma Narrows bridge collapsed 1965: Ferrybridge cooling towers
due to wind-induced vibrations collapsed due to VIV
FIM can be controlled to generate energy! 8/40
II.3. How VIVACE works
Objective: Capture the abundant hydro-kinetic energy in even low-
speed ocean/river currents without using dams or turbines
Approach: Develop technology that mimics and enhances natural
phenomena: VIV, galloping
VIV: Enhance vortex shedding, Harness VIV energy
Galloping: Enhance instability, Harness VIV energy
Fish biomimetics: Surface roughness; cylinder proximity; passive fish tail
Concept: FIM converts hydrokinetic energy to transverse
mechanical motion.
VIV concept Flow Lines Movement Shedding
Current
Bluff Body Movement
Vortices Shedding 9/40
II.4. Stage 2: Proof of concept lab tests
Flow
Velocity
U=
1.6knots
(0.8m/s)
Synchronization
U=[0.56-1.05]m/s
at high damping,
K=2*518 N/m,
m*=1.45 10/40
II.5. VIVACE scalability & modularity
Small Scale
Water flow Large Scale
Object: Cross-
section of a cylinder Alternating Vortices
Lab Scale
Farm Scale
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VIVACE scales
Scale 1: P≤10W 1,000≤Re≤20,000
Scale 2: P≤200W 20,000≤Re≤150,000
Scale 3: P≤5kw 150,000≤Re≤500,000
Scale 4: P≤100kw 500,000≤Re
4-cylinder VIVACE module 12/40
II.6. Enhance VIV & galloping
Fish biomimetics:
Passive turbulence
control A/D vs. U*
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II.7. Stage 3: Prototype testing
Univ. of Michigan towing tank:
Sept. 2009
St. Clair river: Summer 2010
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Lab tests: 1 cylinder, 1.9 knots
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Lab tests: 1 cylinder with PTC, 2kn
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Lab tests: 1 cylinder with PTC, 2 knots
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Lab tests: 2 cylinders with PTC, 2 kn
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II.8. River deployment: 2 cylinders with PTC
The St. Clair River, Blue Water Bridge. Beta 1 Prototype at dock
Beta 1 being tested in St. Clair River Underwater view of VIVACE cylinders
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River deployment: 2 cylinders with PTC
Open-water 2-cylinder testing
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III. Research: Vision and goals
research goals
G1 Function like a school of fish, i.e. a 3-D device with component
synergy stemming only from hydrodynamic interaction
G2 Operate efficiently at four scales with speeds as low as 0.5knots
G3 Be environmentally compatible.
G4 Generate electricity at a competitive cost.
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Objective #1: Integrated PTO & Vmck
Virtual m-c-k model
2 3
1 LTFSW channel
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Physical & Virtual VIVACE
Schematic of physical VIVACE converter Schematic of virtual VIVACE converter
y + cbearing y = f fluid (t) + Fmotor
m
23 23/40
Objective #2: Hydrokinetic to Mechanical
Expand the high lift regime TrSL3
Drag and lift coefficient vs. Re (Zdravkovich 1997)
Name of
Reynolds number
the Characteristic feature
lower limit range < Re < upper limit range
regime
1×l03- 2×l03 < Re < 2×l04- 4×l04 TrSL2 Formation of transition vortices in free shear layer
2×l04- 4×l04 < Re < l×l05- 2×l05 TrSL3 Fully turbulent shear layer
1×l05 - 2×l05< Re < 3.5×l05- 6×l06 TrBL
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Expand synchronization range Ur=Ucur/(fn,wD)
2.8 VIV GLP
2.6
2.4 P60 @ ±10°~
2.2 ±26°
2.0 P60 @ ±15°~
1.8 ±31°
A/D
1.6 P60 @ ±20°~
1.4 ±36°
1.2 P60 @ ±30°~
1.0
0.8 ±46°
P60 @ ±40°~
0.6
0.4 ±56°
0.2 P60 @ ±50°~
0.0 ±66°
2 3 4 5 6 7 8 9 U*
10 11 12 13 14 15 16 17 18 19
1.4
1.2
1.0
fosc/fn,w
0.8 P60 @
±10°~±26°
P60 @
0.6 ±15°~±31°
P60 @
0.4 ±20°~±36°
3 4 5 6 7 8 9 10 11 12 13 14 15 25/40
U
*
Maintain VIV in the transition region
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Objective #3: Passive turbulence control
Mechanics of PTC Major Parameters of PTC
• Trip the boundary layer. • αPTC, placement angle.
• Set the correlation length. • Area coverage.
• Introduce turbulence. • k, Roughness grit size.
• T=k+p, PTC total height.
Placement PTC
Coverage Area
angle (αPTC) (Roughness) k
(width of strip) T
Double-sided PTC p
tape
Stagnation Cylinder Surface
point Cylinder (Front) 27/40
Map of PTC to FIM (P180)
Half inch width, P180
6 Zones –WS1, HG1,
SG, HG2, SS, WS2
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Objective #4: Enhance vorticity or instability?
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Objective #5: Improve cylinder interaction
Four in the
channel
Two in the towing tank
Two in the St. Clair River 30/40
Improve cylinder interaction (cont.)
Four cylinders in the channel
Center to Center distances:
1 to 2: 1.95 Diameters
2 to 3: 3.95 Diameters
3 to 4: 1.63 Diameters
Cylinder spacing robustness
31/40
62/86
Improve cylinder interaction (cont.)
Four cylinders in the channel 32/40
Objective #6: Increase power density
This is a hydrodynamic design issue: complexity vs. power density
From: 51 W/m3 at 3 knots 5˝ cylinder
To: 239 W/m3 at 3 knots 5˝ cylinder
To: 341 W/m3 at 3 knots 3.5˝ cylinder
To: 2,728 W/m3 at 6 knots 3.5˝ cylinder
Diesel engines: 25,000 W/m3
Smooth cylinder
Lee (2009)
PTC
Smooth
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Benchmark: Power density
VIVACE
> 14,600
Wind
Footprint Volume = Footprint * water depth
Footprint Volume Density (kWatts/m3)
Current Velocity
= 3knots
Early New Pelamis Power Energetech Verdant Lunar MCT
VIVACE VIVACE Buoy Power 34/40
Objective #7: Fish-tail kinematics
Passive fish tail
Tails and splitter plates
2.2 3.5" cylinder with k=413 N/m (A/D vs ReD)
2
1.8
K=413N/m
1.6
1.4 1,5D tail(-)
1.2
A/D
1
0.8
0.6
0.4
0.2
0
4.00E+00 2.00E+04 4.00E+04 6.00E+04 ReD
8.00E+04 1.00E+05 1.20E+05 1.40E+05
Powerful but not a research priority of MRELab
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Objective #8: Improve research tools
Measurements:
•Channel •Towing tank •St. Clair River
To identify new phenomena and their parametric dependence
Increase test section depth from 80cm to 120+25cm
Increase A/D limit from 3 to 5.5 for D=3.5”
Flow visualization: Large FOV (von Karman-scale)
To describe new phenomena and their wake/vortex structures.
To identify source of oscillatory forces.
Flow visualization: Small FOV (Boundary layer-scale)
To understand the formation of the vortex structures and shear
layers that cause these new phenomena.
CFD simulations:
For comparison and possibly complementary data only.
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Visualization: Large FOV
Single-body with broad-
wake FOV: about 6*D;
magnified on the right.
Multi-body with broad-
wake FOV: about 15*D
Wake-structure scale with 32 frames/sec 37/40
Visualization: Small FOV
Boundary layer scale with 1,000 frames/sec for PIV
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CFD simulations
Cylinder with PTC in FIM at high Reynolds numbers
2P: initial branch Re=50,000 P+S+S+P+S+S: upper branch Re=95,000
S+P+S+S+P+S: transition upper
branch to galloping Re=110,000 2P+8S: galloping Re=130,000
THANK YOU for your attention
Acknowledgements
DOE
DOD
Office of
Technology Transfer
Detroit/Wayne County
Port Authority
Marine Renewable
Energy Laboratory
University of Michigan