TY - GEN
T1 - Performance of a Tethered Point Wave-Energy Absorber in Regular and Irregular Waves
AU - Bachynski, Erin E.
AU - Young, Yin Lu
AU - Yeung, Ronald W.
N1 - KAUST Repository Item: Exported on 2020-10-01
Acknowledged KAUST grant number(s): KAUST-25478-EE08K1
Acknowledgements: The authors gratefully acknowledge the funding provided byKing Abdullah University of Science and Technology (KAUST)to UC Berkeley, under AEA Award # KAUST-25478-EE08K1.The first author would also like to acknowledge the funding providedby the University of Michigan College of Engineering J.Reid and Polly Anderson Fellowship and a SNAME William M.Kennedy Scholarship.
This publication acknowledges KAUST support, but has no KAUST affiliated authors.
PY - 2010
Y1 - 2010
N2 - The importance of the mooring system on the dynamic response of a point-absorber type ocean-wave energy converter (WEC) is investigated using a frequency-domain approach. In order to ensure the safety of WECs, careful consideration of the response and resonance frequencies in all motions must be evaluated, including the effects of the mooring system. In this study, a WEC floater with a closed, flat bottom is modeled as a rigid vertical cylinder tethered by elastic mooring lines. The WEC hydrodynamic added mass and damping are obtained using established potential-flow methods, with additional damping provided by the energy-extraction system. The results show that the response of the WEC, and the corresponding power takeoff, varies with the diameter-to-draft (D=T) ratio, mooring system stiffness, and mass distribution. For a given wave climate in Northern California, near San Francisco, the heave energy extraction is found to be best for a shallow WEC with a soft mooring system, compared to other systems that were examined. This result assumes a physical limit (cap) on the motion which is related to the significant wave height to draft ratio. Shallow draft designs, however, may experience excessive pitch motions and relatively larger viscous damping. In order to mitigate the pitch response, the pitch radius of gyration should be small and the center of mass should be low. Copyright © 2010 by ASME.
AB - The importance of the mooring system on the dynamic response of a point-absorber type ocean-wave energy converter (WEC) is investigated using a frequency-domain approach. In order to ensure the safety of WECs, careful consideration of the response and resonance frequencies in all motions must be evaluated, including the effects of the mooring system. In this study, a WEC floater with a closed, flat bottom is modeled as a rigid vertical cylinder tethered by elastic mooring lines. The WEC hydrodynamic added mass and damping are obtained using established potential-flow methods, with additional damping provided by the energy-extraction system. The results show that the response of the WEC, and the corresponding power takeoff, varies with the diameter-to-draft (D=T) ratio, mooring system stiffness, and mass distribution. For a given wave climate in Northern California, near San Francisco, the heave energy extraction is found to be best for a shallow WEC with a soft mooring system, compared to other systems that were examined. This result assumes a physical limit (cap) on the motion which is related to the significant wave height to draft ratio. Shallow draft designs, however, may experience excessive pitch motions and relatively larger viscous damping. In order to mitigate the pitch response, the pitch radius of gyration should be small and the center of mass should be low. Copyright © 2010 by ASME.
UR - http://hdl.handle.net/10754/599164
UR - https://asmedigitalcollection.asme.org/FEDSM/proceedings/FEDSM2010/54518/1133/338694
UR - http://www.scopus.com/inward/record.url?scp=80055022699&partnerID=8YFLogxK
U2 - 10.1115/fedsm-icnmm2010-30545
DO - 10.1115/fedsm-icnmm2010-30545
M3 - Conference contribution
SN - 9780791854518
SP - 1133
EP - 1142
BT - ASME 2010 7th International Symposium on Fluid-Structure Interactions, Flow-Sound Interactions, and Flow-Induced Vibration and Noise: Volume 3, Parts A and B
PB - ASME International
ER -