1999
DOI: 10.1029/1999wr900175
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Analysis of groundwater migration from artificial recharge in a large urban aquifer: A simulation perspective

Abstract: Abstract. The increased use of reclaimed water for artificial groundwater recharge purposes has led to concerns about future groundwater quality, particularly as it relates to the introduction of new organic and inorganic contaminants into the subsurface. Here we review the development and initial application of a detailed numerical model of groundwater flow and migration in a region encompassing a large groundwater recharge operation in Orange County, California. The model is based upon a novel representation… Show more

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Cited by 66 publications
(70 citation statements)
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“…Therefore, it is important that an integrated flow model be able to account for subsurface heterogeneity. The ability of ParFlow to handle strongly heterogeneous parameter distributions has been demonstrated previously by Jones and Woodward (2001), Tompson et al (1999) and Maxwell et al (2003) for subsurface flow only. The…”
Section: Subsurface Heterogeneity In K Satmentioning
confidence: 98%
“…Therefore, it is important that an integrated flow model be able to account for subsurface heterogeneity. The ability of ParFlow to handle strongly heterogeneous parameter distributions has been demonstrated previously by Jones and Woodward (2001), Tompson et al (1999) and Maxwell et al (2003) for subsurface flow only. The…”
Section: Subsurface Heterogeneity In K Satmentioning
confidence: 98%
“…Applications of particle tracking in the context of residence time are plentiful (Engdahl and Maxwell, 2015;Kollet and Maxwell, 2008;Tompson et al, 1999;Weissmann et al, 2002) but these are merely numerical solutions of the governing equations along the characteristics. Physically, these characteristics are streamlines and it is often possible to solve the Lagrangian equations analytically along streamlines (see section 3.2).…”
Section: Steady-state Analytical Rtdsmentioning
confidence: 99%
“…Sedimentary deposits frequently consist of layers with varying grain size distributions that may cause the aquifer to behave locally as a multilayer system, where the actual flux distribution is not controlled as much by the hydraulic conductivity within the layers as by their continuity and inter-connectivity, particularly in the vertical dimension (Fogg, 1986;Martin and Frind, 1998). Characterizing heterogeneity in such systems at the recharge basin scale is required for proper representation of RTDs because heterogeneity causes uncertainty (Park et al, 2006) and promotes a broad range of residence time distributions (Tompson et al, 1999). But it is hard because the head differences are small and detailed hydraulic testing difficult to perform.…”
Section: Introductionmentioning
confidence: 99%