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dc.contributor.authorJ. C. Dietrich
dc.contributor.authorA. Muhammad
dc.contributor.authorM. Curcic
dc.contributor.authorA. Fathi
dc.contributor.authorC. N. Dawson
dc.contributor.authorS. S. Chen
dc.contributor.authorR. A. Luettich
dc.date.accessioned2017-12-30T13:02:37Z
dc.date.available2017-12-30T13:02:37Z
dc.date.issued2018
dc.identifier.other%28ASCE%29WW.1943-5460.0000419.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244936
dc.description.abstractStorm surge and overland flooding can be predicted with computational models at high levels of resolution. To improve efficiency in forecasting applications, surge models often use atmospheric forcing from parametric vortex models, which represent the surface pressures and wind fields with a few storm parameters. The future of storm surge prediction could involve real-time coupling of surge and full-physics atmospheric models; thus, their accuracies must be understood in a real hurricane scenario. The authors compare predictions from a parametric vortex model (using forecast tracks from the National Hurricane Center) and a full-physics coupled atmosphere-wave-ocean model during Hurricane Isaac (2012). The predictions are then applied within a tightly coupled, wave and surge modeling system describing the northern Gulf of Mexico and the floodplains of southwest Louisiana. It is shown that, in a hindcast scenario, a parametric vortex model can outperform a data-assimilated wind product, and given reasonable forecast advisories, a parametric vortex model gives reasonable surge forecasts. However, forecasts using a full-physics coupled model outperformed the forecast advisories and improved surge forecasts. Both approaches are valuable for forecasting the coastal impacts associated with tropical cyclones.
dc.publisherAmerican Society of Civil Engineers
dc.titleSensitivity of Storm Surge Predictions to Atmospheric Forcing during Hurricane Isaac
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue1
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000419
dc.page04017035
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 001
dc.contenttypeFulltext


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