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SuperGen UK Centre for Marine Energy Research
Annual Assembly 2015
X-MED: EXTREME LOADING OF MARINE
ENERGY DEVICES DUE TO WAVES,
CURRENTS, FLOTSAM AND MAMMAL
IMPACT
.
UKCMER
PeopleManchester Plymouth Edinburgh SAMS
Stansby Greaves Bruce Wilson
Stallard Raby Bryden (now UHI) Benjamins
Apsley RA RA
Afgan Hann (now lect.) Payne
Rogers PhD
RAs Ransley
Feng
Longshaw
Rolfo
Ahmed
PhDs
McNaughton
Fernando
Rodriguez
Olczak
UKCMER
UKCMER
• WAVE ENERGY DEVICES
design sea states in waves and currents for a taut
moored floating body representative of a wave energy
device or support structure
• TIDAL STREAM TURBINES
1. tidal turbulence, wake turbulence in arrays
2. swell wave loading
3. impact of flotsam (containers) and marine animals
Objectives:
Requires simulation of: ambient turbulent flow,
ambient waves,
velocity and turbulence of wakes (of array)
effect of array on onset flow (channel blockage)
effect of array on waves Image: Olczak, 2015
Tidal Turbine Loading
Subject to ambient onset
Of in-array flow
Zero turbulence inflow
Synthetic turbulence (SEM) at inflow
Effect of turbulence on wake (LES)
Apsley, et al. Proc. 11th EWTEC. Sep 2015
LES no onset
turbulence
1 MW Alstom
Turbine at
EMEC
1 10 100
10−4
10−2
100
102
S(M
) FW
/ ò
S.d
f
f/f0
Blade tip/ root turbulence
Harmonics of
rotor frequency,
(shear and tower)
Onset
turbulence
Reasonable agreement to 1 MW data by LES with inflow turbulence by SEM
LES with SEM
Represents
full-scale
Ro
ot
Ben
din
g M
om
ent
No
rmal
ised
to
var
ian
ce
Apsley, et al. Proc. 11th EWTEC. Sep 2015
Effect of turbulence on blade bending.
12 % turbulence intensity
Turbulence only : 0.27 m Diameter
- Peak thrust in turbulent flow related to mean
17 % turbulence intensity
Fernandez 2015
Turbulent flow and opposing waves
Turbulence and waves: 0.27 m Diameter
- Thrust due to turbulence only and wave drag as:
Fernandez 2015
nose
waterproof
enclosure
torque and thrust
transducer
root bending moment
transducer
motor
rotary seal slipring
shafthub
Turbine to assess loads due to
Turbulence and Waves and Wake Scaling
Turbulence and waves: 1.2 m Diameter
Payne, et al. Proc. 11th EWTEC. Sep 2015
IFREMER tests 2015
4.5 5 5.5 6 6.5 7 7.5 80
0.1
0.2
0.3
0.4
0.5
CP
TSR
TI = 3%
TI = 12%
BEM
BEM high a
RANS−BEM
4.5 5 5.5 6 6.5 7 7.5 80
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
CT
TSR
TI = 3%
TI = 12%
BEM
BEM high a
RANS−BEM
Effect of turbulence on mean thrust and power
- Long run statistics and wave loads recorded
Payne and Stallard 2015
−0.2 0 0.2 0.40.5
1
1.5
2
1−Ux/U
0
y,z
Vertical
Transverse
−0.2 0 0.2 0.40.5
1
1.5
2
1−Ux/U
0
y,z
Vertical
Transverse
−0.2 0 0.2 0.40.5
1
1.5
2
1−Ux/U
0
y,z
Vertical
Transverse
−0.2 0 0.2 0.40.5
1
1.5
2
1−Ux/U
0
y,z
Vertical
Transverse
X = 0.1D X = 0.5D X = 1.0D X = 2.0D
Near-field wake
Vertical expansion constrained as small 0.27 m rotor.
Velocity Deficit
1R
Payne and Stallard 2015
22kN load cell
High tensile spring
And angular speed measurement
‘Blade’ (square section)
Target: PTFE with rubber ‘skin’
(same material as Minke whale model)
Impact rig to test force range and load cell
Payne, et al. Proc. 11th EWTEC. Sep 2015
Plastic target with rubber ‘skin’
Incre
asin
g t
arg
et m
ass
30 40 50 60 70 80 90 100 1100
2000
4000
6000
8000
10000
12000
14000
RPM
max
imum
im
pac
t fo
rce
(N)
1.6kg rubber
1.6kg plastic
4.4kg rubber
4.4kg plastic
Impact – variation with material and mass ,
repeatability
Payne, et al. Proc. 11th EWTEC. Sep 2015
In-array loading due to wakes
−2 0 2 4 6 8 10 12−5
−4
−3
−2
−1
0
1
2
3
4
5
0.93
0.91
0.94
0.75
0.80
0.79
0.74
0.89
0.57
0.57
0.58
0.89
0.90
0.89
0.91
0.69
0.65
0.71
0.66
0.84
0.42
0.45
0.48
0.98
1.00
1.00
1.00
0.94
0.89
0.89
0.94
0.99
0.69
0.67
0.69
0.99
1.00
1.00
1.00
0.78
0.78
0.90
0.71
0.96
0.65
0.67
0.65
0.87
X/D
y/D
(I) (II)
−0.2 0 0.2 0.4 0.6−5
−4
−3
−2
−1
0
1
2
3
4
5
1−Ux/U
0
y/D
(I)
−0.2 0 0.2 0.4 0.6−5
−4
−3
−2
−1
0
1
2
3
4
5
1−Ux/U
0
y/D
(II)
RANS-BEM Prediction
and Experimental Measurement
Prediction of mean thrust of multiple turbines in shallow turbulent flow
Assessed for one-, two- and three-row arrays. Olczak, et al. In review, Sep 2015
Wave – body dynamics
Taut moored buoy in COAST basin
Hann, M., Greaves, D., Raby, A. 2015 ‘Snatch loading of a single taut moored floating
wave energy converter due to focussed wave groups’
Ocean Engineering,96 (2015) 258–271
UKCMER
Open FOAM in 3D
Non snatch loads in focussed waves
E. J. Ransley (2015). Survivability of Wave Energy Converter
and Mooring Coupled System using CFD. PhD Thesis.
Plymouth University, UK
ISPH with FK forcing and
empirical added mass
Snatch loads , non breaking
waves
With breaking waves snatch loads overestimated ,
initially by 30%
Parallel and related research:
- Reliable Data Acquisition Platform for Tidal (ReDAPT) commissioned and
funded by the Energy Technologies Institute (ETI) and led by Alstom Ocean
with flow data collection by University of Edinburgh.
- Performance Assessment of Wave and Tidal array systems (PerAWaT)
commissioned by the Energy Technologies Institute and led by DNV-GL.
- ALLT-T: Arrays of long-life Turbines for Tidal (EPSRC-NEWTON)
- PhD projects funded by CONACYT, EPSRC UKCMER.
Additional funding and access to high performance computing by EDF.
Access to UK HPC via UKTC.
Acknowledgements
Impact by SPH-LSM
THANKS AND QUESTIONS