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Shoreline Change Analysis; Sea Level Exceedence Projections Tiffany Anderson Sea Grant Extension Agent on Kauai
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Overview Historical shoreline data Storms in shoreline change analysis Advection and diffusion in shoreline change analysis Tide gauge data - project exceedence levels
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UH Coastal Geology Group Shoreline change studies (sandy shorelines) – Oahu, Maui, Kauai Extract shorelines from historical aerial photos Shoreline change modeling and analysis Results - Maps
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Mapping Historical Shorelines portion of an aerial photo mosaic
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Storms in Shoreline Change Analysis – single transect Frazer, Anderson, and Fletcher, Geophys. Res. Lett., 2009
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Storms in Shoreline Change Analysis – alongshore Anderson, Frazer, and Fletcher, Geophys. Res. Lett., 2010
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Storms in Shoreline Change Analysis – alongshore Anderson, Frazer, and Fletcher, Geophys. Res. Lett., 2010
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Storms in Shoreline Change Analysis – alongshore Anderson, Frazer, and Fletcher, Geophys. Res. Lett., 2010
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Advection and Diffusion in shoreline change analysis Goals: 1. Improve prediction 2. Extract sediment transport information
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Kailua Shorelines
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Mathematical Model
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Procedure
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Results – Parameters
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Results – Shoreline Position Prediction
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Results – Sediment Transport
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Sea Level Exceedence Projections Information on inundation due to sea level rise by: 1. Scenario 2. Timescale
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MHHW MHHW – mean of highest daily tide over tidal epoch
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Projected Sea Level 0.75-1.90 m (1 m even in best case) with Maui subsidence (0.82- 1.97 m) Vermeer and Rahmstorf, 2009 Best case scenario Worst case scenario Lands within 25 cm of MHHW
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1 week per year 3 weeks per year 3 months per year
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1 week per year 6 weeks per year 10 months per year
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Thank you! tranders@hawaii.edu cell: (808) 639-4845
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