2014
DOI: 10.1007/s10040-014-1183-4
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Field evidence of hydraulic connections between bedrock aquifers and overlying granular aquifers: examples from the Grenville Province of the Canadian Shield

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Cited by 21 publications
(15 citation statements)
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“…These samples could correspond to mixed or intermediate water types from granular and bedrock aquifers (Frape et al, 1984;Rajmohan and Elango, 2004;Subramani et al, 2010). This last observation highlights the possibility of hydraulic connections between the Canadian Shield bedrock and the granular deposits as recently demonstrated by Chesnaux et al (2012) and Richard et al (2014). The Cluster 4 samples would therefore correspond to more saline and probably more mature water from bedrock aquifers (Frape et al, 1984;Gascoyne and Kamineni, 1994).…”
Section: Interpretation and Discussionmentioning
confidence: 69%
See 1 more Smart Citation
“…These samples could correspond to mixed or intermediate water types from granular and bedrock aquifers (Frape et al, 1984;Rajmohan and Elango, 2004;Subramani et al, 2010). This last observation highlights the possibility of hydraulic connections between the Canadian Shield bedrock and the granular deposits as recently demonstrated by Chesnaux et al (2012) and Richard et al (2014). The Cluster 4 samples would therefore correspond to more saline and probably more mature water from bedrock aquifers (Frape et al, 1984;Gascoyne and Kamineni, 1994).…”
Section: Interpretation and Discussionmentioning
confidence: 69%
“…The Cluster 2 and Cluster 3 intermediate or mixed groundwater samples are less strongly influenced by the two first factors than the other cluster samples. The Cluster 2 and Cluster 3 (Ca-Na)-HCO 3 groundwaters could correspond to mixed or intermediate groundwater between Cluster 1 and Cluster 4 from possibly interconnected granular and bedrock aquifers (Chesnaux et al, 2012;Richard et al, 2014). The Cluster 3 samples are more influenced by Factor 3 (Si 4+ ).…”
Section: Interpretation and Discussionmentioning
confidence: 97%
“…More precisely it is verified if (1) the distinctive shape of the curve plotted in the velocity graph is associated with leaky flow, and (2) the different flow pathways suggested by Chapuis et al () actually represent the different stages of the falling‐head permeability test that are observed. The numerical model is based on actual field data, where leaky flow along the casing has been previously observed and confirmed by well‐logging investigations (Richard et al ).…”
Section: Introductionmentioning
confidence: 80%
“…Geophysical logs of cumulative flow during pumping (0.21 L/s) and fracture orientation obtained in well PZ‐104‐R. S = sandy unit; C = clay unit; T = till unit; Sh = shale unit; Ca = calcareous unit; R = Precambrian (crystalline) rock (after Richard et al ).…”
Section: Field Datamentioning
confidence: 99%
“…The resulting short-circuiting or leakage process has been studied at laboratory (Chesnaux and Chapuis, 2007) and field scale (Jiménez-Martínez et al, 2011;Richard et al, 2014), and for deep geological CO 2 storage (Gasda et al, 2008). Santi et al (2006) evaluated tools to investigate cross-contamination of aquifers.…”
Section: Introductionmentioning
confidence: 99%