The present paper summarizes analyses of a two-body floating wave energy converter (WEC) to determine the mooring tension and the effect of the mooring system on energy capture. Also, the effect of the power take-off (PTO) is assessed. An axisymmetric Wavebob-type WEC is chosen as the object of investigation. However, the PTO system is modeled in a simplified manner as ideal linear damping and spring terms that couple the motions of the two bodies. The analysis is performed using SIMO, which is a time domain simulation tool that accommodates the simulation of multibody systems with hydrodynamic interactions. In SIMO, docking cone features between the two bodies allow movement as per actual operation, and fenders are applied to represent end stops. Six alternative mooring configurations are applied to investigate the effect of mooring on power capture. Mooring analysis is performed to determine the necessary capacity of mooring lines for each configuration to carry the tension due to the WEC motion in extreme conditions. Hydrodynamic loads are determined using WAMIT. We assumed that the WEC will be operated to capture wave power at the Yeu site in France. The analysis is performed for several regular and irregular wave conditions according to wave data available for that site. Simulations are performed to study the effect of the PTO system, end stops settings and several mooring configurations on power capture.

References

1.
French
,
M. J.
,
2006
, “
On the Difficulty If Inventing an Economical Sea Wave Energy Converter: A Personal View
,”
J. Eng. Mar. Environ.
,
22
(
M
), pp.
149
155
.10.1243/14750902JEME43
2.
Fitzgerald
,
J.
, and
Bergdahl
,
L.
,
2007
, “
Including Moorings in the Assessment of a Generic Offshore Wave Energy Converter: A Frequency Domain Approach
,”
Mar. Struct.
,
21
, pp.
23
46
.10.1016/j.marstruc.2007.09.004
3.
www.wavebob.com, last accessed November 30,
2010
.
4.
Mouwen
,
F.
,
2008
, “
Presentation on Wavebob to Engineers Ireland. December 9, 2008
,” downloaded from www.engineersireland.ie, last accessed September
10
,
2010
.
5.
CANDHIS Wave Data Base chandis.cetmef.develppement_durable.gouv.fr.
6.
http://maps.google.no, last accessed May 16,
2011
.
7.
Det Norske Veritas (DNV)
,
2006
,
Position Mooring, Offshore Standard
, DNV-OS301.
8.
Winterstein
,
S. R.
,
Ude
,
T. C.
,
Cornell
,
C. A.
,
Bjerager
,
P.
, and
Haver
,
S.
,
1994
, “
Environmental Parameters for the Extreme Response: Inverse FORM With Omission Factors
,”
Proc. ICOSSAR-1993
,
Balkema
,
Rotterdam
, pp.
551
557
.
9.
DNV
,
2004
,
HydroD User Manual
,
Program Version
1
.
1
01
.
10.
WAMIT
,
2006
, User Manual, Program Version 6.3, www.wamit.com.
12.
Norsok
Standard N-003, Edition 2, Sept
2007
.
13.
Haver
,
S.
,
Sagli
,
G.
, and
Gran
,
T. M.
,
1998
, “
Long Term Response Analysis of Fixed and Floating Structures
,”
Proc. of the 1998 International OTRC Symposium
,
Houston
,
TX
.
14.
Johanning
,
L.
, and
Wolfram
,
J.
,
2006
, “
Mooring Design Approach for Wave Energy Converters
,”
Proc. IMechE Part M
,
220
, pp. 159–174.
15.
Marintek
,
2008
,
SIMO User Manual
, Program Version 3.6.
16.
Budal
,
K.
, and
Falnes
,
J.
,
1975
, “
A Resonant Point Absorber of Ocean
,”
Nature
,
256
, pp.
478
479
, with F. Corrigendum in
257
, p.
626
.10.1038/256478a0
17.
Babarit
,
A.
,
Hals
,
J.
,
Muliawan
,
M. J.
,
Kurniawan
,
A.
, and
Moan
,
T.
,
2012
, “
Numerical Benchmarking Study of a Selection of Wave Energy Converters
,”
Renew. Energy
,
41
, pp.
44
63
.10.1016/j.renene.2011.10.002
18.
Johanning
,
L.
, and
Wolfram
,
J.
,
2005
, “
Challenging Tasks on Moorings for Floating WECs
,”
Proceedings of the International Symposium on Fluid Machinery for Wave and Tidal Energy (IMechE)
, London, UK.
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