2020
DOI: 10.1016/j.jhydrol.2020.125219
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Laboratory and numerical simulations of spatio-temporal variability of water exchange between the fissures and conduits in a karstic aquifer

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Cited by 14 publications
(8 citation statements)
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“…Field work is supported by borehole drilling, geophysical surveys, and the application of artificial and natural tracers, which are relatively expensive and labor‐intensive (Wu et al, 2019). To obtain a better understanding of karst flow systems, the method of combining laboratory analogues with numerical simulations has been widely used in the literature (Faulkner et al, 2009; Sakaki & Rajaram, 2009; Shu et al, 2020). Numerical models that have been calibrated and validated using experimental data can reproduce test results, provide insights into internal hydrodynamic processes, and subsequently help characterize aquifer behaviours as well as make predictions for actual projects.…”
Section: Introductionmentioning
confidence: 99%
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“…Field work is supported by borehole drilling, geophysical surveys, and the application of artificial and natural tracers, which are relatively expensive and labor‐intensive (Wu et al, 2019). To obtain a better understanding of karst flow systems, the method of combining laboratory analogues with numerical simulations has been widely used in the literature (Faulkner et al, 2009; Sakaki & Rajaram, 2009; Shu et al, 2020). Numerical models that have been calibrated and validated using experimental data can reproduce test results, provide insights into internal hydrodynamic processes, and subsequently help characterize aquifer behaviours as well as make predictions for actual projects.…”
Section: Introductionmentioning
confidence: 99%
“…Chang et al (2015) used MODFLOW‐CFP to assess the influence of turbulent and laminar conduits on spring hydrographs from diffuse recharge. Shu et al (2020) found the spatiotemporal variability of water exchange between fractured rocks and conduits in a karst aquifer by laboratory and numerical simulations. Since it is difficult to approximate the hydraulic properties of real fracture networks by geological exploration, relevant models are often conducted using random fracture networks generated based on statistical characteristics (Hyman & Dentz, 2021; Tiedeman & Barrash, 2020).…”
Section: Introductionmentioning
confidence: 99%
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“…For example, in an aquifer system characterized by fractured rocks, the residence time can be calculated, obtaining a model based on the hydrochemistry of the water (using ions, which correctly discriminate the path of the water given its mineralogy), thus improving the management of this resource and its association with surface water in the area [21]. Several types of numerical models of variable density make it possible to relate or manage freshwater entry sources into coastal aquifers and their impact by the advance of seawater [22][23][24]. The SEAWAT-2000 numerical model is a coupled version of the model of flow (MODFLOW) and MT3DMS based on the finite difference method for this type of three-dimensional numerical simulation [25,26].…”
Section: Introductionmentioning
confidence: 99%
“…LSMs have also been used to study groundwater flow and solute transport through karst aquifers. Studies have focused on investigations of exchanges between the conduit/fracture‐matrix continuum (Faulkner et al 2009; Shu et al 2020; Florea et al 2009), testing of solute/contaminant transport (G. Li et al 2008; Florea et al 2008), testing of analytical and numerical modeling approaches (Hu et al 2012; Loper 2013; Karay and Hajnal 2015), estimation of recharge (Wang et al 2015), determination of hydrodynamic characteristics of aquifers such as K and hydrodynamic dispersion coefficient (Klammler et al 2014; Cupola et al 2015; Bouzaglou et al 2018; Park et al 2018), simulation of salt water intrusion (Li et al 2008; F. lin Li et al 2018; Oz et al 2015), better understanding of tracer transport behavior (Field and Leij 2012; Florea and Wicks 2001) and more recently, evaluation of characterization methods (Zhao et al 2017; Cunningham et al 2008). Moreover, validation of numerical models and processes incorporated can be tested under controlled conditions.…”
Section: Introductionmentioning
confidence: 99%