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Modeling the Impact of Tidal Inundation on Submerging Coastal Landscapes of the Chesapeake Bay

A.H. Hussein and M.C. Rabenhorst

Dep. of Natural Resource Sciences and Landscape Architecture, Univ. of Maryland, College Park, MD 20742



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Fig. 1. Topographic cross section of Cedar Creek research site showing elevation of sampled pedons relative to mean high water (MHW)

 


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Fig. 2. Topographic cross section of Hell Hook research site showing elevation of sampled pedons relative to mean high water (MHW)

 


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Fig. 3. Hypothetical depiction of changes in soil properties (such as salinization or alkalinization) in a submerging coastal landscape with time

 


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Fig. 4. Chronofunctions for electrical conductivity (EC) and exchangeable sodium percentage (ESP) for the Hell Hook (HH) and Cedar Creek (CC) research sites, constructed using the weighted mean values for the entire soil profile

 


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Fig. 5. Chronofunctions for electrical conductivity (EC) and exchangeable sodium percentage (ESP) for the Hell Hook (HH) and Cedar Creek (CC) research sites, constructed using the weighted mean values for the upper 50 cm of the soil

 


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Fig. 6. Sigmoidal chronofunctions for electrical conductivity (EC) and exchangeable sodium percentage (ESP) for the Hell Hook (HH) and Cedar Creek (CC) research sites, constructed using the weighted mean values for the entire soil profile. Early and intermediate stages were based on site data, and two possible scenarios for the late stage were projected using theoretical maxima for EC and ESP

 


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Fig. 7. Estimates of weighted mean electrical conductivity (EC) and exchangeable sodium percentage (ESP) for a pedon located 0.5 m above mean high water at the Hell Hook (HH) and Cedar Creek (CC) sites, developed using the sigmoidal chronofunction and three possible sea level rise scenarios

 





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