1995
DOI: 10.2172/188564
|View full text |Cite
|
Sign up to set email alerts
|

Variability and scaling of hydraulic properties for 200 Area soils, Hanford Site

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

3
126
0

Year Published

2000
2000
2022
2022

Publication Types

Select...
5
3
1

Relationship

0
9

Authors

Journals

citations
Cited by 74 publications
(130 citation statements)
references
References 9 publications
3
126
0
Order By: Relevance
“…Among the PSD measurements, 60 are from boreholes S-1, S-2, and S-3 [Schaap et al, 2003], 17 from A-7, E-1, and E-7 [Khaleel and Freeman, 1995], and 16 from E-1, E-7, and B-8 [Fayer et al, 1993]. Locations of the boreholes are shown in Figure 1.…”
Section: Soil Textural Classes and Initial Moisture Contentsmentioning
confidence: 99%
“…Among the PSD measurements, 60 are from boreholes S-1, S-2, and S-3 [Schaap et al, 2003], 17 from A-7, E-1, and E-7 [Khaleel and Freeman, 1995], and 16 from E-1, E-7, and B-8 [Fayer et al, 1993]. Locations of the boreholes are shown in Figure 1.…”
Section: Soil Textural Classes and Initial Moisture Contentsmentioning
confidence: 99%
“…Retention parameters, porosities, and hydraulic conductivities were obtained from Khaleel et al 2001 andFreeman (1995). The published van Genuchten (1980) saturation-pressure parameters were converted to equivalent Brooks-Corey (1964) parameters using the algorithms presented by Lenhard et al (1989).…”
Section: Hydraulic Propertiesmentioning
confidence: 99%
“…Parameters for the van Genuchten and Mualem models have been determined by fitting experimental data for Hanford Site sediments to the classic analytic expressions of these models. These results are described in several Hanford Site documents; however, the parameters used in the initial iteration of the Composite Analysis were compiled by Khaleel and Freeman (1995).…”
Section: Release Modelmentioning
confidence: 99%
“…The impact of larger particles was corrected using Gravel %. Data are from Khaleel and Freeman (1995). A normal distribution was assumed for the parameters van Genuchten n, residual, and saturated water content, and the mean was calculated accordingly.…”
Section: Release Modelmentioning
confidence: 99%