Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 427
In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum values of the omnidirectional and directional significant wave heights , individual wave heights , and individual crest heights were presented .
In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum values of the omnidirectional and directional significant wave heights , individual wave heights , and individual crest heights were presented .
Page 428
It is assumed that the maximum significant wave height H , taking these effects into account can modelled by : H , = H3 + Z ( 3 ) where Z is a Normally distributed stochastic variable which is assumed to be independent of HS .
It is assumed that the maximum significant wave height H , taking these effects into account can modelled by : H , = H3 + Z ( 3 ) where Z is a Normally distributed stochastic variable which is assumed to be independent of HS .
Page 431
Estimated statistical parameters and characteristic significant wave height ( in meters ) . Directional correlation is taken into account . Directional Qui B ; factor IN 1.25 5.11 m 7.3 m 7.8 m 0.79 2 NE 1.23 3.86 m 5.8 m 6.1 m 0.63 ЗЕ ...
Estimated statistical parameters and characteristic significant wave height ( in meters ) . Directional correlation is taken into account . Directional Qui B ; factor IN 1.25 5.11 m 7.3 m 7.8 m 0.79 2 NE 1.23 3.86 m 5.8 m 6.1 m 0.63 ЗЕ ...
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