2022
DOI: 10.1016/j.jhydrol.2022.127678
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A general numerical model for water level response to harmonic disturbances in aquifers considering wellbore effects

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Cited by 5 publications
(10 citation statements)
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“…Field experimental setups may also inadvertently lead to an apparent period‐dependence in returned hydraulic parameter estimates. For example, non‐Darcian flow or borehole storage effects on test analysis may lead to errors in test interpretation (e.g., Quinn et al., 2011; Xing et al., 2022). Patterson and Cardiff (2023) used simple analyses and analytical models to explore the potential of non‐Darcian flow and borehole storage as potential mechanisms contributing to the period‐dependent flow parameters returned during their field experiments and showed that these experimental design effects do not fully account for the apparent period‐dependence in effective hydraulic parameter estimates.…”
Section: Introductionmentioning
confidence: 99%
“…Field experimental setups may also inadvertently lead to an apparent period‐dependence in returned hydraulic parameter estimates. For example, non‐Darcian flow or borehole storage effects on test analysis may lead to errors in test interpretation (e.g., Quinn et al., 2011; Xing et al., 2022). Patterson and Cardiff (2023) used simple analyses and analytical models to explore the potential of non‐Darcian flow and borehole storage as potential mechanisms contributing to the period‐dependent flow parameters returned during their field experiments and showed that these experimental design effects do not fully account for the apparent period‐dependence in effective hydraulic parameter estimates.…”
Section: Introductionmentioning
confidence: 99%
“…In contrast, oscillatory pumping tests stand out with their adjustable periods, which can be artificially controlled from a few seconds to several minutes. Previous studies observed a diminishing impact on water lever responses when source period exceeds hundreds seconds (Cooper et al 1965, Xing et al 2022. Therefore, in this study, the main focus is on shortperiod (less than hundreds of seconds) sources to analyze their influence on water level responses.…”
Section: Parameter Uncertainties For the Pd And Vs Sourcesmentioning
confidence: 99%
“…A disturbance source, represented by 𝐴𝐴 0 and 𝑇𝑇 0 , exhibits amplitude attenuation and phase delay during the pressure diffusion process in aquifers, attributed to the damping effect of the porous medium (Black andKipp 1981, Cardiff et al 2013). When considering wellbore effects, such as the water column inertia and wellbore storage, water level amplitude (𝐴𝐴 𝑤𝑤𝑤𝑤 ) can be either attenuated, remain equivalent, or amplified, and the phase (𝑃𝑃 𝑤𝑤𝑤𝑤 ) might be delayed, stay in-phase, or even advanced (Cooper et al 1965, Liu et al 1989, Xing et al 2022. Despite these insights gathered from previous studies, it is necessary to clarify the following practical issues: (1) determining the conditions under which the monitoring well reacts to aquifer disturbances, (2) understanding the potential response mechanisms of water level amplitude and phase, and (3) identifying the impact of wellbore effects on water level responses.…”
Section: Global Parameter Sensitivity Of the Coupled Well-aquifer Modelmentioning
confidence: 99%
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