2018
DOI: 10.1007/s00382-018-4108-4
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Effect of climate change on wind waves generated by anticyclonic cold front intrusions in the Gulf of Mexico

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Cited by 40 publications
(35 citation statements)
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“…The extreme analysis was performed based on sea surface water level time series extracted from the computational domain from a point located 2 km offshore (5 m depth), where the Progreso tide gauge is situated (with only six years of records, January 1, 1979-December 31,1984). Based on tidal predictions [44] the Norte reached the Yucatan Peninsula near low tide and corresponds to a Type IV Norte as defined by [2], which are the second most energetic Norte event when considering wave power. The return period associated with the maximum water levels at Progreso was of only three years when including astronomical tides.…”
Section: Flooding Assessmentmentioning
confidence: 99%
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“…The extreme analysis was performed based on sea surface water level time series extracted from the computational domain from a point located 2 km offshore (5 m depth), where the Progreso tide gauge is situated (with only six years of records, January 1, 1979-December 31,1984). Based on tidal predictions [44] the Norte reached the Yucatan Peninsula near low tide and corresponds to a Type IV Norte as defined by [2], which are the second most energetic Norte event when considering wave power. The return period associated with the maximum water levels at Progreso was of only three years when including astronomical tides.…”
Section: Flooding Assessmentmentioning
confidence: 99%
“…The geographical position and topographical characteristics of the northern Yucatan Peninsula expose the coastal zone to flood threats induced by both tropical cyclones [1] and Central American cold surges, locally called 'Nortes' [2,3]. A 'Norte' event is defined as a cold anticyclonic air mass that originates poleward of Mexico and penetrates equatorward to at least 20 • N [4][5][6].…”
Section: Introductionmentioning
confidence: 99%
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“…In addition, high-resolution topography (1 m spatial resolution) from a 2011 lidar survey of the entire town of Progreso was used. After a calibration process comparing model results with sea-level measurements during three CACS events (not shown) in Progreso, the bottom friction was defined using a constant Manning coefficient of 0.02, which, according to Arcement and Schneider (1989), corresponds to the average mean grain size (d 50 ) of the Yucatán sand beaches reported by Mendoza et al (2013). For the horizontal eddy viscosity (Smagorinsky formulation) a constant coefficient of 0.28 was applied.…”
Section: Hydrodynamic Model Set-upmentioning
confidence: 99%