2005
DOI: 10.1007/s10040-005-0436-7
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Propagation of pressure change through thick clay sequences: an example from Liverpool Plains, NSW, Australia

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Cited by 52 publications
(34 citation statements)
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“…The lack of groundwater level response was to be expected given the large water holding capacity of the surface clays and the very low hydraulic conductivity limiting vertical flow through the vadose zone. This was in contrast to rapid groundwater level response in the Upper Namoi catchment (Timms and Acworth, 2005). The depth of the shallow saline water table had not previously been recorded in this area, as monitoring bores drilled in the 1960s had targeted high yielding deep aquifers and the shallowest monitoring bore screen was positioned at over 30 m depth in a semi-confined sand aquifer (GW036541-1).…”
Section: Groundwater Response To Large Rainfall Eventsmentioning
confidence: 83%
“…The lack of groundwater level response was to be expected given the large water holding capacity of the surface clays and the very low hydraulic conductivity limiting vertical flow through the vadose zone. This was in contrast to rapid groundwater level response in the Upper Namoi catchment (Timms and Acworth, 2005). The depth of the shallow saline water table had not previously been recorded in this area, as monitoring bores drilled in the 1960s had targeted high yielding deep aquifers and the shallowest monitoring bore screen was positioned at over 30 m depth in a semi-confined sand aquifer (GW036541-1).…”
Section: Groundwater Response To Large Rainfall Eventsmentioning
confidence: 83%
“…This pressure increase reduces the internal shear strength of the landslide material at the sliding zone. Whereas a shallow landslide may also be triggered by intense and brief rainfall, a deep-seated landslide with a cover of low permeability is affected by events of long and moderate intensity (Timms and Acworth, 2005;Zhang et al, 2006). The change of groundwater regime is the most relevant factor that may induce a sliding acceleration.…”
Section: Discussionmentioning
confidence: 99%
“…This phase lag was used to calculate the hydraulic conductivity ⟨ K ⟩ of a thick clay aquitard. Most notably, Timms and Acworth () found that the in situ calculated specific storage values were 2 orders of magnitude less than those derived from lab testing using core samples from the same monitoring well. They hypothesized that this difference must be a result of the stress differing between field and laboratory conditions (i.e., cores are not under in situ stress during testing).…”
Section: Impacts Of Eat On Groundwater Systemsmentioning
confidence: 99%