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Nocdap results: On the relationship of extreme waves and currents for design of offshore structures
Authors:R Lee Gordon  Finn-Erik Dahl  David JH Peters
Institution:Exxon Production Research Co. P. O. Box 2189, Houston, TX 77001, U.S.A.;Det norske Veritas, P. O. Box 300, N-1322, Høvik, Norway;Conoco, Inc. P. O. Box 2197, Houston, TX 77252, U.S.A.
Abstract:Simultaneous wind, wave, and current data during 21 storms spanning four winters at Tromsøflaket (230 m depth) were analysed to determine joint probabilities of occurrence. Waves were measured with a Waverider Buoy, winds with a recording anemometer onboard a vessel and currents at up to five depths with Aandera RCM-4 current meters. Measured currents were filtered to separate tidal currents from residual currents. In most of the statistical analyses, the actual current profiles were replaced with a simplified “equivalent” profile (constant above 50 m depth) whose magnitude was chosen to give the same drag load on a single pile as the actual profile when both profiles were combined with wave orbital velocities. The data suggest that the equivalent current is weakly correlated with the wave height. Within the range of the data analysed, an in-line equivalent residual current of 30 cm sec−1 is adequate for design drag force calculations.The data presented here are used to illustrate a procedure for data analysis and are not suitable for use as design criteria.
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