1999
DOI: 10.1029/1999wr900046
|View full text |Cite
|
Sign up to set email alerts
|

Implications of the distribution of δD in pore waters for groundwater flow and the timing of geologic events in a thick aquitard system

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

9
181
1
1

Year Published

2002
2002
2017
2017

Publication Types

Select...
8
1

Relationship

1
8

Authors

Journals

citations
Cited by 125 publications
(192 citation statements)
references
References 28 publications
9
181
1
1
Order By: Relevance
“…The range of hydraulic conductivity values is based on values mentioned in literature for different clays. Hendry and Wassenaar (1999) report hydraulic conductivity values of the order of 10 -11 m/s and 10 -12 m/s for a clay-rich till and a massive, plastic clay respectively, Wemaere et al (2002) measured hydraulic conductivity values of 10 -10 m/s to 10 -12 m/s in Boom Clay samples and Keller et al (1989) present laboratory hydraulic conductivity values of a clayey till between 10 -11 m/s and 4.5 10 -11 m/s. The hydraulic conductivity values for the calculations are therefore between 10 -12 and 10 -10 m/s The hydraulic head gradient is taken as 0.02, which is of the same order as reported hydraulic gradients in low permeability environments of 0.014 (Hendry and Wassenaar 1999) and 0.02 (Mallants et al 2001).…”
Section: The Most General Form Of the Three-dimensional Advection-dismentioning
confidence: 99%
“…The range of hydraulic conductivity values is based on values mentioned in literature for different clays. Hendry and Wassenaar (1999) report hydraulic conductivity values of the order of 10 -11 m/s and 10 -12 m/s for a clay-rich till and a massive, plastic clay respectively, Wemaere et al (2002) measured hydraulic conductivity values of 10 -10 m/s to 10 -12 m/s in Boom Clay samples and Keller et al (1989) present laboratory hydraulic conductivity values of a clayey till between 10 -11 m/s and 4.5 10 -11 m/s. The hydraulic conductivity values for the calculations are therefore between 10 -12 and 10 -10 m/s The hydraulic head gradient is taken as 0.02, which is of the same order as reported hydraulic gradients in low permeability environments of 0.014 (Hendry and Wassenaar 1999) and 0.02 (Mallants et al 2001).…”
Section: The Most General Form Of the Three-dimensional Advection-dismentioning
confidence: 99%
“…Also, the till aquitard consists of only one geological unit, the Battleford Formation. The aquitard is also well characterized at the site (Hendry and Wassenaar, 1999). The site includes an instrumented peizometer well cluster, and is the subject of ongoing geochemical and hydrogeological investigations.…”
Section: Study Sitementioning
confidence: 99%
“…18 O, δD, Cl -) in aquitards was shown to be dominated by molecular diffusion (Remenda et al, 1996;Guerrero et al, 1997;Hendry and Wassenaar, 1999). As pore water is retained for long periods within aquitards, its composition would be influenced by diagenetic processes (e.g., precipitation, adsorption, sulfide formation, remobilization, and biological degradation or uptake), causing the concentrations of chemical species in pore water to differ from free overlying water (Sacchi et al, 2001).…”
Section: Oxygen-18 (mentioning
confidence: 99%
“…Although aquitards play an important role in environment, geology, and hydrogeology, few studies have focused on the transport and geochemical reactions controlling solute concentrations in aquitards. Far less is presently known about aquitards than that of the behavior of solutes in aquifers (Hendry and Wassenaar, 2004;Timms and Hendry, 2008).Unlike transport of solutes in aquifers, which is dominated by advection, the transport of conservative tracers (e.g., δ18 O, δD, Cl -) in aquitards was shown to be dominated by molecular diffusion (Remenda et al, 1996;Guerrero et al, 1997;Hendry and Wassenaar, 1999). As pore water is retained for long periods within aquitards, its composition would be influenced by diagenetic processes (e.g., precipitation, adsorption, sulfide formation, remobilization, and biological degradation or uptake), causing the concentrations of chemical species in pore water to differ from free overlying water (Sacchi et al, 2001).…”
mentioning
confidence: 99%