1965
DOI: 10.1007/bf02333333
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Numerical prediction of ocean waves in the North Atlantic for December, 1959

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Cited by 150 publications
(79 citation statements)
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“…The significant wave height was calculated with Wilson's (1965) equation (Eq. (9)) using the wind fetch F and wind velocity U (Goda, 2003), and this wave height was assumed to be equal to the breaker height (Eq.…”
Section: Predictive Modelmentioning
confidence: 99%
“…The significant wave height was calculated with Wilson's (1965) equation (Eq. (9)) using the wind fetch F and wind velocity U (Goda, 2003), and this wave height was assumed to be equal to the breaker height (Eq.…”
Section: Predictive Modelmentioning
confidence: 99%
“…The interpolated sea surface wind in the Yellow Sea and the East China Sea in winter from Na et al (1992) and the estimated significant wave height, period and length on the basis of the fetch and wind speed from Wilson's formula (Wilson, 1965) …”
Section: Current Systemmentioning
confidence: 99%
“…In fact, the failure of offshore structures is primarily (>90%) caused by the wave impacts, especially typhoon-induced waves [9]. Consequently, the typhoon-resistant design of offshore structures has been a hotspot for researchers in the past decades [10,11], and the design of floating wind turbines in the South China Sea should take the influence of typhoons into consideration. The sinking of the MV Derbyshire [12] during the passage of Typhoon Orchid in 1980 has clearly demonstrated the importance of typhoon-resistant design for offshore wind farms.…”
Section: Introductionmentioning
confidence: 99%