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Published byTheodora Virginia Fitzgerald Modified over 9 years ago
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Tropical Report: Modeling Hurricane Ike with SLOSH Don Slinn, Jeff Ren, Go Fujita Univ of Florida Coastal Engineering
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Simulations 1.Basic Slosh wind model no waves 2.Slosh winds + Garratt wind drag law 3.Slosh winds + wave forces 4.Slosh winds + wave forces + wave mass fluxes 5.OWI winds + Garratt wind drag law 6.OWI winds + wave forces 7.OWI winds + wave forces + wave mass fluxes 8.Slosh basic on Larger Basin 9.Slosh basic with lower bottom friction
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Cd = 0.003
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Cd=(0.75+0.067U) Cap at 0.003 Stress=rho*Cd*U*(u,v)
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Wave Mass Flux Depth Averaged Currents (Stokes Drift) Caused by Wave Crests higher than troughs (Starr, 1947)
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Inclusion of Wave Forcing in SLOSH 1.Wave stresses 2.Mass flux transport INTRODUCTION ▪▪▪ METHODOLOGY ▪▪▪ RESULTS ▪▪▪ CONCLUSIONS
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Wave Calibration plots 42035
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Case 3 – Case 1 Case 4 – Case 1
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OWI Wind Wave +MF
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Map of Data Locations
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Sabine Pass Grid
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MEOW of Low Bottom Friction Cf = 0.003
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Cf=0.003, same color scale as original
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ETSS background Resolution varies – Gulf of Mexico ~ 4km – East Coast ~ 9.4km – Alaska ~ 6.7km – West Coast ~ 6.5km Each run has a 2 day initialization and a 4 day forecast period, for a total of 6 days Results posted to the web – http://www.nws.noaa.gov/mdl/etsurge/ (text & hydrographs) http://www.nws.noaa.gov/mdl/etsurge/ – http://weather.noaa.gov/pub/SL.us008001/ST. expr/DF.gr2/DC.ndgd/GT.slosh/ (gridded data) http://weather.noaa.gov/pub/SL.us008001/ST. expr/DF.gr2/DC.ndgd/GT.slosh/ – http://www.opc.ncep.noaa.gov/Loops/SURGE_ GOM_EAST/SURGE_GOM_EAST_96_HR.shtml (gridded) http://www.opc.ncep.noaa.gov/Loops/SURGE_ GOM_EAST/SURGE_GOM_EAST_96_HR.shtml
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ETSS results for 3/4/2011 MDL’s website displaying total water level station status map, based on ETSS output OPC’s website displaying gridded ETSS results
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Forecast Total Water Level for Hurricane Ike, Based on ETSS
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OPC’s website displaying gridded ETSS results for 3/4/11 Station total water level plot showing forecast for Ike storm surge event at Galveston, TX
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Summary Surge Low – 2 day simulation doesn’t catch forerunner – Small domain cant catch basin effects – Changing bottom friction increases surge by 1 m – Larger domain solution (not yet assessed) – Waves add 1 m in some locations – More data comparisons coming soon
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Summary Slosh model implemented for Ike with: OWI Winds and / or Garratt Wind Drag Coupled with Waves Adjustments to Bottom Friction Several details in development – Wind Stress reduction – Automatic Plotting Algorithms – Post processing and Data Comparison
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Additional Work Hurricane Rita (other storms easier for Slosh to give good estimates: Andrew, Charlie…) Comparison to High water marks and measurements Time series: cross shore locations Wind stress reduction over land Bottom Friction adjustments – (not quadratic law)
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