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Additional resources for API RP 2A- WSD Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design

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4g. 4-8. Additional elevation should be allowed to account for structures which experience significant structural rotation or “set down”. For new L-3 platforms, the deck may be located below the calculated crest elevation of the wave designated for L-3 Structures. In this case, the full wave and current forces on the deck must be considered. However, if the deck is located above the crest elevation of the L-3 wave, then the deck must be located above the calculated crest elevation of the wave designated for the L-1 structures.

L. Botelho, J. W. Turner, F. Dyhrkopp, and R. A. Hall, Offshore Technology Conference, OTC Paper 11885, May 2000. “Consequence-Based Criteria for the Gulf of Mexico: Development and Calibration of Criteria,” E. G. Ward, G. C. Lee, D. L. Botelho, J. W. Turner, F. Dyhrkopp, and R. A. Hall, Offshore Technology Conference, OTC Paper 11886, May 2000. “Gulf of Mexico Hurricane Wave Heights,” R. G. Bea, Offshore Technology Conference, OTC Paper 2110, 1974. , 1973. “Gulf of Mexico Rare Wave Return Periods,” R.

G. Ward, D. J. Evans, and J. A. Pompa, 1977 OTC Paper 2846, pp. 88 for Area #20. 4-2—Guideline Extreme Wave, Current, and Storm Tide Values* for Twenty Areas in United States Waters (Water depth > 300 ft. (91 m) except as noted) Ui, kt “Open Shelf” Range Hm, ft. “Open Shelf” Range S Range X, ft. “Open Shelf” Range Quality 1. Gulf of Mexico (N of 27°N & W of 86°W) 2. Gulf of Mexico (E of 86°W) 2 (1–3) 70 (60–80) 1/ – 1/ 11 15 3 (2–5) 2 3. Southern California (Santa Barbara & San Pedro Ch) 2 (1–3) 45 (35–55) 1/ – 1/ 11 30 6 (5–7) 1 4.

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