2000
DOI: 10.1111/j.1745-6584.2000.tb00205.x
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Incorporation of Total Stress Changes into the Ground Water Model SUTRA

Abstract: To model ground water flow in a shallow aquifer underlying a salt marsh, the impact of total stress changes due to tidal loading of the marsh surface on the piezometric head within the aquifer must be considered. If the deformation of the porous medium is negligible, a ground water flow model may be modified to account for the changing total stress. The incorporation of these modifications into the U.S. Geological Survey (USGS) numerical model SUTRA is discussed, and example problems for which analytic solutio… Show more

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Cited by 77 publications
(56 citation statements)
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“…in the SUTRA code [Voss and Provost, 2008] is shown below with a modification to account for tidal loading on the marsh system according to Reeves et al [2000] and Xin et al [2012], ] are the compressibility coefficients of soil matrix and water, respectively. The last source/sink term on the right side of equation (1) …”
Section: 1002/2015wr016911mentioning
confidence: 99%
“…in the SUTRA code [Voss and Provost, 2008] is shown below with a modification to account for tidal loading on the marsh system according to Reeves et al [2000] and Xin et al [2012], ] are the compressibility coefficients of soil matrix and water, respectively. The last source/sink term on the right side of equation (1) …”
Section: 1002/2015wr016911mentioning
confidence: 99%
“…The details of the coupling approach and model validation can be found in et al (2011). SUTRA was modified with a tidal loading term added to the governing Richards' equation (RE) for the variably saturated pore-water flow in the marsh soil to account for the effects of varying total stress (Gardner and Wilson, 2006;Reeves et al, 2000).…”
Section: Mathematical Modelmentioning
confidence: 99%
“…Physically, the total stress on the soil skeleton is not constant during the flooding but varies in the same way as the pore-water pressure, thus giving approximately an invariant effective stress (i.e., no expansion or contraction of soil matrix). To account for the total stress variation and remove the artificial flux, a tidal loading term needs to be incorporated into RE (Gardner and Wilson, 2006;Reeves et al, 2000;Wilson and Morris, 2012;Yuan et al, 2011), …”
Section: Yuanmentioning
confidence: 99%
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“…Jeng et al [2005] develop an analytical solution to the Boussinesq equation to address spring-neap tide induced fluctuations in a sloping coastal aquifer. More detailed hydrologic models have been derived to describe various individual components of tidal marsh hydrology, such as the vertical flow of groundwater in response to evapotranspiration demand and the piezometric pressure of an underlying aquifer [Hemond and Fifield, 1982], surface infiltration [Hemond et al, 1984], horizontal fluxes [Nuttle and Hemond, 1988], and the stress and pressure changes due to tidal loading of the marsh surface [Reeves et al, 2000]. Attempts to link together different hydrologic processes in wetland environments have been undertaken using numerical models [Ursino et al, 2004;Wilson and Gardner, 2005;Li et al, 2005;Skags et al, 2005;Thompson et al, 2004;Twilley and Chen, 1998].…”
Section: Introductionmentioning
confidence: 99%