2021
DOI: 10.1007/s10040-020-02294-9
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Artificial aquifer recharge and pumping: transient analytical solutions for hydraulic head and impact on streamflow rate based on the spatial superposition method

Abstract: The behaviour of a transient groundwater mound in response to infiltration from surface basins has been studied for at least the past 80 years. Although analytical solutions are known for a large variety of situations, some common settings still lack a solution.We remind and show that integrating the line-sink solution developed for pumping an unconfined aquifer by Hantush (1964a;1965), considering the surface of the recharging area, is identical to his well-known solution for groundwater mounding below a rect… Show more

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Cited by 5 publications
(4 citation statements)
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References 48 publications
(85 reference statements)
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“…In order to model the response of the water table below the studied recharged basin, the analytical model developed by Dewandel et al (2021) which is based on the equations of Hantush (1965 and1967), was used. The model accounts for the aquifer characteristics (storage coefficient, permeability and aquifer thickness) and for the infiltration flow as a function of time (Eq.…”
Section: Analytical Modelling Of Groundwater Rechargementioning
confidence: 99%
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“…In order to model the response of the water table below the studied recharged basin, the analytical model developed by Dewandel et al (2021) which is based on the equations of Hantush (1965 and1967), was used. The model accounts for the aquifer characteristics (storage coefficient, permeability and aquifer thickness) and for the infiltration flow as a function of time (Eq.…”
Section: Analytical Modelling Of Groundwater Rechargementioning
confidence: 99%
“…Several authors have evaluated the feasibility of farm-level groundwater recharge (Arshad et al, 2014;Godwin et al, 2022) and the performance of farm-level well recharge structures (Soni et al, 2020).…”
Section: Introductionmentioning
confidence: 99%
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“…2c), the hydraulic-head solution is the integral of Eq. 3 according to 2xL and 2yL (Zlotnik et al 2017, Dewandel et al 2021.…”
Section: Hydraulic-head Solution For An Underground Dam a Pumping Or ...mentioning
confidence: 99%