In design of offshore wind turbines, extreme wave conditions are of interest. Usually, the design wave condition is taken as the sea state corresponding to an annual exceedance probability of 2 × 10−2, i.e., a return period of 50 years. A possible location for a future wind farm, consisting of bottom fixed wind turbines, is the Doggerbank area. The water depth in this area varies from about 60 m in the north to about 20 m in the south. The hindcast database NORA10 provides sea state characteristics from 1957 to present over a domain covering Doggerbank. Regarding the deeper areas just north of Doggerbank, this hindcast model is found to be of good quality. Larger uncertainties are associated with the hindcast results as we approach shallower water further south. The purpose of the present study is to compare sea state evolution over Doggerbank as reflected by NORA10 with the results of the commonly used shallow water hindcast model SWAN. The adequacy of the default parameters of SWAN for reflecting changes in wave conditions over a sloping bottom is investigated by comparison with model test results. Extreme wave conditions for two locations 102.5 km apart in a north–south direction are established using NORA10. This is done using both, an all sea states approach and a peak over threshold (POT) approach. Assuming the extremes for the northern position to represent good estimates, the wave evolution southward is analyzed using SWAN. The extreme condition obtained from NORA10 in the northern position is used as input to SWAN and the results from the two hindcast models are compared in the southern position. SWAN seems to suggest a somewhat faster decay over Doggerbank compared to NORA10.
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August 2016
Research-Article
Extreme Wave Condition at Doggerbank
Sverre K. Haver,
Sverre K. Haver
Department of Marine Technology,
Norwegian University of Science
and Technology,
Trondheim 7491, Norway
Norwegian University of Science
and Technology,
Trondheim 7491, Norway
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Dag Myrhaug
Dag Myrhaug
Department of Marine Technology,
Norwegian University of Science
and Technology,
Trondheim 7491, Norway
Norwegian University of Science
and Technology,
Trondheim 7491, Norway
Search for other works by this author on:
Espen Engebretsen
Sverre K. Haver
Department of Marine Technology,
Norwegian University of Science
and Technology,
Trondheim 7491, Norway
Norwegian University of Science
and Technology,
Trondheim 7491, Norway
Dag Myrhaug
Department of Marine Technology,
Norwegian University of Science
and Technology,
Trondheim 7491, Norway
Norwegian University of Science
and Technology,
Trondheim 7491, Norway
Contributed by the Ocean, Offshore, and Arctic Engineering Division of ASME for publication in the JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING. Manuscript received March 23, 2014; final manuscript received April 25, 2016; published online June 2, 2016. Assoc. Editor: Lance Manuel.
J. Offshore Mech. Arct. Eng. Aug 2016, 138(4): 041601 (11 pages)
Published Online: June 2, 2016
Article history
Received:
March 23, 2014
Revised:
April 25, 2016
Citation
Engebretsen, E., Haver, S. K., and Myrhaug, D. (June 2, 2016). "Extreme Wave Condition at Doggerbank." ASME. J. Offshore Mech. Arct. Eng. August 2016; 138(4): 041601. https://doi.org/10.1115/1.4033564
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