Case Study

Flow Stations Y-1, Y-2, Y-3 And Y-4 Mitigation, Al-Khafi Joint Operations (KJO)

Flow Stations Y-1, Y-2, Y-3 And Y-4 Mitigation, Al-Khafi Joint Operations (KJO)

Pages 1 Pages

Flow Sta ti ons Y-1, Y-2, Y-3 and Y-4 Mitig a tio n, Al-Kha ? Joint Oper a ti o n s (KJO) CASE HISTORY Structural Services Following a structural assessment on Flow Statio ns Y-1, Y2, Y3, & Y4, it was found that the design of these platfo rms did not comply with API RP 2A-WSD 21st Ed ition, Sectio n 17. The minimum Reserve Strength Ratio (RSR) attaine d for the structures was less than the allowable r atio of 1.6. Densit was contracte

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