2020
DOI: 10.3390/w12123361
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Using an ETWatch (RS)-UZF-MODFLOW Coupled Model to Optimize Joint Use of Transferred Water and Local Water Sources in a Saline Water Area of the North China Plain

Abstract: In the saline water area of our research, deep groundwater was over-pumped for agricultural irrigation which resulted in a decline of the deep groundwater level and an increase in the shallow groundwater table. Soil salination was also aggravated due to the strong evapotranspiration (ET) in the shallow groundwater areas, where ET removes water vapor from the unsaturated zone (ETu), and the groundwater (ETg). Joint utilities of multiple water sources of transferred water and local shallow and deep groundwater a… Show more

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Cited by 5 publications
(3 citation statements)
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References 56 publications
(70 reference statements)
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“…The model simulates flow through variably saturated porous media using the unsaturated zone flow (UZF) package, which uses a kinematic-wave approximation to solve the 1-D Richard's equation (Niswonger et al, 2006;Smith, 1983;Smith & Hebbert, 1983). While numerous models can simulate variably saturated flow, the UZF package for MODFLOW has several advantages for our purposes, including documented use in thick vadose zones (Hunt et al, 2008;Nazarieh et al, 2018), computational efficiency (Kennedy et al, 2016;Niswonger & Prudic, 2009), and widespread use (Bailey et al, 2013;Hou et al, 2020;Morway et al, 2013).…”
Section: Model Construction and Input Datamentioning
confidence: 99%
“…The model simulates flow through variably saturated porous media using the unsaturated zone flow (UZF) package, which uses a kinematic-wave approximation to solve the 1-D Richard's equation (Niswonger et al, 2006;Smith, 1983;Smith & Hebbert, 1983). While numerous models can simulate variably saturated flow, the UZF package for MODFLOW has several advantages for our purposes, including documented use in thick vadose zones (Hunt et al, 2008;Nazarieh et al, 2018), computational efficiency (Kennedy et al, 2016;Niswonger & Prudic, 2009), and widespread use (Bailey et al, 2013;Hou et al, 2020;Morway et al, 2013).…”
Section: Model Construction and Input Datamentioning
confidence: 99%
“…The model simulated flow through variably saturated porous media using the unsaturated zone flow (UZF) package, which uses a kinematic‐wave approximation to solve the 1‐D Richard's equation (Niswonger et al., 2006; Smith, 1983; Smith & Hebbert, 1983). While numerous models can simulate variably saturated flow, the UZF package for MODFLOW has several advantages for our purposes, including documented applications in thick vadose zones (Hunt et al., 2008; Nazarieh et al., 2018), computational efficiency (Kennedy et al., 2016; Niswonger & Prudic, 2009), and widespread use (Bailey et al., 2013; Hou et al., 2020; Morway et al., 2013). Since the top of our model domain represents the bottom of the root zone, we provided UZF with annual values of deep percolation from a linear model fit between simulated deep percolation from a calibrated crop model for the SD‐6 area with and without conservation (Deines et al., 2021), and the sum of annual precipitation and applied irrigation depth following Scanlon et al.…”
Section: Methodsmentioning
confidence: 99%
“…The model simulated flow through variably saturated porous media using the unsaturated zone flow (UZF) package, which uses a kinematic-wave approximation to solve the 1-D Richard's equation (Niswonger et al, 2006;Smith, 1983;Smith & Hebbert, 1983). While numerous models can simulate variably saturated flow, the UZF package for MODFLOW has several advantages for our purposes, including documented applications in thick vadose zones (Hunt et al, 2008;Nazarieh et al, 2018), computational efficiency (Kennedy et al, 2016;Niswonger & Prudic, 2009), and widespread use (Bailey et al, 2013;Hou et al, 2020;Morway et al, 2013).…”
Section: Model Construction and Input Datamentioning
confidence: 99%