2008
DOI: 10.2136/vzj2007.0132
|View full text |Cite
|
Sign up to set email alerts
|

Evaluating Ground Penetrating Radar Use for Water Infiltration Monitoring

Abstract: Ground-Penetrating Radar (GPR) was tested to monitor water infiltration in sand. Water was injected down an 81 cm long tubed hole, with a piezometer recording the depth of water and a tap valve used to adjust it to 15 cm ± 2 cm above the bottom of the tube. During the 20 minutes of infiltration a GPR system recorded a trace every second with its transmitter and receiver antennae at a fixed offset position on the surface. The signal, enhanced by differential correction, allows for tracing the evolution of top a… Show more

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
33
1

Year Published

2009
2009
2020
2020

Publication Types

Select...
7
1
1

Relationship

1
8

Authors

Journals

citations
Cited by 46 publications
(34 citation statements)
references
References 37 publications
0
33
1
Order By: Relevance
“…Saintenoy etc. also carried out some studies on the application of GPR [12,[14][15][16][17][18]. On the whole, few studies, however, were carried out overseas on the application of GPR in detecting under-ground organic contaminants and mostly concentrated in areas with layers of thick sandstone or ice [19,20].…”
Section: Application Situation Of Groundmentioning
confidence: 99%
“…Saintenoy etc. also carried out some studies on the application of GPR [12,[14][15][16][17][18]. On the whole, few studies, however, were carried out overseas on the application of GPR in detecting under-ground organic contaminants and mostly concentrated in areas with layers of thick sandstone or ice [19,20].…”
Section: Application Situation Of Groundmentioning
confidence: 99%
“…This was demonstrated with a 1.5 yr time series with natural forcing by Steelman and Endres (2012). GPR is capable of monitoring the movement of infiltration fronts as shown by Saintenoy et al (2008) for an infiltration through a tube within the sand and by Moysey (2010) for an infiltration from the surface. Also the capillary fringe can be tracked, which was demonstrated by Endres et al (2000) during monitoring a pumping test and was investigated further by Tsoflias et al (2001) regarding shape and amplitude of the reflections.…”
Section: A Dagenbach Et Al: Identifying a Soil Water Retention Curvmentioning
confidence: 95%
“…The solution is obtained in an iterative fashion directly in the time domain because FDTD is effectively a wave propagator. GprMax3D is part of a suite of GPR modelling algorithms under the name GprMax which has been used for a wide range of GPR simulations by a number of researchers (Giannopoulos and Diamanti, 2008;Jeannin et al, 2006;Persico and Soldovieri, 2008;Saintenoy et al, 2008;Tsoflias and Becker, 2008;Wilson et al, 2009). Some of its features included are: Perfectly Matched Layer (PML) boundary conditions to efficiently truncate the computational domain (Gedney, 1996), modelling of frequency dependent materials, interface roughness, heterogeneous media properties and fine features (Diamanti and Giannopoulos, 2009;Giannopoulos, 2005Giannopoulos, , 2008Giannopoulos and Diamanti, 2003, 2005.…”
Section: Three-dimensional Forward Numerical Modellingmentioning
confidence: 99%