Coastal Engineering 1978 1978
DOI: 10.1061/9780872621909.054
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Extreme Sea Levels from Tide and Surge Probability

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Cited by 52 publications
(45 citation statements)
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“…Regarding extreme water levels analyses in the English Channel, the most common French practice is based on the E2 approach, assuming that skew surges and tide are independent (Simon, 2007;Pugh and Vassie, 1979). The present study shows that it would be worthwhile to investigate further the tide-surge dependency in order to take better account for it in extreme water analysis.…”
Section: Idier Et Al: Tide-surge Interaction In the English Channelmentioning
confidence: 99%
“…Regarding extreme water levels analyses in the English Channel, the most common French practice is based on the E2 approach, assuming that skew surges and tide are independent (Simon, 2007;Pugh and Vassie, 1979). The present study shows that it would be worthwhile to investigate further the tide-surge dependency in order to take better account for it in extreme water analysis.…”
Section: Idier Et Al: Tide-surge Interaction In the English Channelmentioning
confidence: 99%
“…For coastal flooding assessment, extreme water levels are most relevant. Different approaches based on observed water levels exist to calculated return periods [65,[105][106][107] but all of them except the peak over threshold model [106] are time-series length dependent. Since the joint times series of wave runup data and water level data is relatively short (eight years), the peak over threshold model with the generalized Pareto distribution was used to compute return periods associated with extreme water levels [106].…”
Section: Estimation Of Return Periods For Extreme Water Levelsmentioning
confidence: 99%
“…These techniques generally involve fitting extreme value distributions (Gumbel 1954, Gumbel 1958, Jenkinson 1969 to water level observations to make inferences about the frequency of events ranging from the routinely measured to the unobserved extremes. The assumption underlying these techniques is that the frequency of the rarest and most extreme events can be ascertained from the frequency of more frequent, smaller surge events (Yang et al 1970, Ackers and Ruxton 1975, Fuhrboter 1979, Pugh and Vassie 1979, Coles and Tawn 1990, Tawn 1992. While frequency estimates for events that are well represented in the record may be reasonable, assumptions about the tail of the distribution, where the least frequent and most damaging events reside, may be tenuous (Walton 2000).…”
Section: Extreme Value Methods Applied To Water Level Observationsmentioning
confidence: 99%