American Petroleum Institute's API RP 2A- WSD Recommended Practice for Planning, Designing PDF

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

Sample text

Depth less than 300 ft. and greater than 150 ft. The currents associated with each wave direction for a given water depth in this zone are obtained by linear interpolation of the currents for depths of 150 ft. and 300 ft. For each wave direction the interpolation should be done on both the inline and the transverse component. The end result will be an associated current vector for each wave direction. 2 knots. 2 knots for calculating design guideline forces. 4-6. The storm water level (swl) is the 0-ft.

3 (1–4) 45 (35–50) 1/ – 1/ 11 18 11 (8–14) 2 14. ) 2 (1–3) 50 (40–60) 1/ – 1/ 11 15 6 (4–8) 3 15. 78 (d + X) ** 9 (6–12) 3 16. ) 2 (1–3) 40 (35–50) 1/ – 1/ 13 17 4 (2–7) 2 17. 78 (d + X) ** 8 ([–2}–12) 2 18. Georges Bank 2 (1–3) 85 (75–95) 1/ – 1/ 10 16 5 (4–6) 2 19. Baltimore Canyon 3 (2–4) 90 (80–100) 1/ – 1/ 10 14 5 (4–6) 2 20. 4c for L-1, L-2, and L-3 criteria) inline current at storm water level. 100-year maximum individual wave height. deep water wave steepness from linear theory = (2πHm)/(gTm2).

Wave heights lower than the guideline values may be justified in these areas. S. 6 80 70 58 Wind speed (1-hr @ 10 m), knots 1. Omnidirectional Wave Height vs. Water Depth. The guideline omnidirectional wave vs. 4-3. 2. Principal Direction Associated with the Omnidirectional Wave Height. The principal direction is 290° (towards, clockwise from north) for L-1 and L-2 structures. For L-3 structures, the waves are omnidirectional. 3. Wave height vs. Direction. 4-4. 4-3 to obtain wave height by direction for a given water depth.

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API RP 2A- WSD Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms—Working Stress Design by American Petroleum Institute


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