buoy
Marine/Ocean
- Feb 18, 2011
- 34
Can someone please cite the reason that a design load is based on its maximum value during 3 hours of a 100-year storm? In other words, why is the storm duration assumed to be 3 hours. Is the most intense period of a storm expected to last 3 hours, even though the synoptic time scale of storms is longer (3-5 days)? Or is 3 hours chosen because Hmax ~ 2*Hs? I would really like to see a technical explanation of the 3 hour interval. Thanks!