By American Petroleum Institute
Read or Download API RP 2A- WSD Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design PDF
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Additional resources for API RP 2A- WSD Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design
Ward, L. E. Borgman, and V. J. Cardone, Journal of Petroleum Technology, May 1979. “Wind and Wave Model for Hurricane Wave Spectra Hindcasting,” M. M. Kolpak. Offshore Technology Conference, OTC Paper 2850, 1977. , 1985. “GUMSHOE, Gulf of Mexico Storm Hindcast of Oceanographic Extremes,” August, 1990. , 1982. “An Environmental Study for the Southern California Outer Continental Shelf,” Evans-Hamilton, 1976. , 1969. “Informal Final Report—Pt. , 1980. “Final Report—Wave Hindcast Pt. , 1982. , 1970.
Principal direction associated with the omnidirectional wave height. • Wave height vs. direction. • Currents associated with the wave height by direction. • Associated wave period. • Associated storm tide. • Associated wind speed. For locations affected by strong tidal and/or general circulation currents, such as the Loop current and its associated detached eddies, special metocean criteria need to be defined to take into account the possibility of large forces caused by a combination of extreme currents and smaller (than the 100year hurricane wave) waves.
Thus, wave heights which are greater than or less than the guideline “open shelf” wave heights may be appropriate for a particular site. 4-2. S. 3, and (d) specific provisions in this section as given below. 1. Wave Kinematics Factor. 4-2 are produced by hurricanes, for some by extratropical storms, and for others both hurricane and extratropical storms are important. The appropriate wave kinematics factor depends on the type of storm system that will govern design. 88 should be used. 0, unless a lower factor can be justified on the basis of reliable and applicable measured data.