2012
DOI: 10.1016/j.ecss.2012.03.014
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Responses of estuarine salinity and transport processes to potential future sea-level rise in the Chesapeake Bay

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Cited by 183 publications
(138 citation statements)
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“…Equation 9 indicates that H is very important and salinity intrusion length is very sensitive to the tidal range. The power of h in this equation is 0.5, which is supported by the findings of Hong and Shen (2012) in Chesapeake Bay. In brief, the salinity intrusion length is very sensitive to any SLR as it impacts directly on the average depth.…”
Section: Development Of An Equation For the Salinity Intrusion Lengthsupporting
confidence: 72%
“…Equation 9 indicates that H is very important and salinity intrusion length is very sensitive to the tidal range. The power of h in this equation is 0.5, which is supported by the findings of Hong and Shen (2012) in Chesapeake Bay. In brief, the salinity intrusion length is very sensitive to any SLR as it impacts directly on the average depth.…”
Section: Development Of An Equation For the Salinity Intrusion Lengthsupporting
confidence: 72%
“…Sea-level rise can cause saline water to migrate upstream to points where freshwater existed previously (e.g., National Research Council, 1987;Grabemann et al, 2001;Poff et al, 2002). Several studies indicate that sea-level rise will increase the salinity in estuaries (e.g., Hull and Tortoriello, 1979;Hilton et al, 2008;Bhuiyan and Dutta, 2011), which will result in changes in stratification and estuarine circulation (Hong and Shen, 2012). Such salinity migration could cause shifts in salt-sensitive habitats, thereby affecting the distribution of flora and fauna, and affect water availability for municipal supply, irrigation, and industrial uses.…”
Section: Introductionmentioning
confidence: 98%
“…Model D employs a ROMS implementation for the Chesapeake Bay based on M. Li et al (2005), while Model G uses the ROMS-based Chesapeake Bay Operational Forecast System (CBOFS; Lanerolle et al, 2011). Models A, E, and H each use a different hydrodynamic base model: the Curvilinear Hydrodynamics in Three Dimensions model (CH3D; Cerco et al, 2010), the FiniteVolume Community Ocean Model (FVCOM; Jiang and Xia, 2016), and the Hydrodynamic Eutrophication Model -Environmental Fluid Dynamics Code (EFDC; Park et al, 1995;Hong and Shen, 2012;Du and Shen, 2015), respectively. The only model that employs a non-sigma vertical grid is Model A and the only model utilizing an unstructured horizontal grid is Model E. While Model E contains 10 sigma vertical layers, all of the other sigma grids use 20 layers.…”
Section: Participating Chesapeake Bay Modelsmentioning
confidence: 99%