Monitoring of Älvkarleby test embankment dam using 3D electrical resistivity tomography for detection of internal defects
Norooz, Reyhaneh LU ; Nivorlis, Aristeidis LU ; Olsson, Per Ivar LU
; Günther, Thomas
; Bernstone, Christian
LU
and Dahlin, Torleif
LU
(2024)
In Journal of Civil Structural Health Monitoring
- Abstract
Electrical resistivity tomography (ERT) is a potential-based method for detecting internal erosion in the core of embankment dams using the electrodes installed outside. This study aims at evaluating the practical capability of ERT monitoring for detecting internal defects in embankment dams. A test embankment dam with in-built well-defined defects was built in Älvkarleby, Sweden, to assess different monitoring systems including ERT and the defect locations were unknown to the monitoring teams. Between 7500 and 14,000 ERT data points were acquired daily, which were used to create the distribution of electrical resistivity models of the dam using 3D time-lapse inversion. The inversion models revealed a layered resistivity structure in... (More)
Electrical resistivity tomography (ERT) is a potential-based method for detecting internal erosion in the core of embankment dams using the electrodes installed outside. This study aims at evaluating the practical capability of ERT monitoring for detecting internal defects in embankment dams. A test embankment dam with in-built well-defined defects was built in Älvkarleby, Sweden, to assess different monitoring systems including ERT and the defect locations were unknown to the monitoring teams. Between 7500 and 14,000 ERT data points were acquired daily, which were used to create the distribution of electrical resistivity models of the dam using 3D time-lapse inversion. The inversion models revealed a layered resistivity structure in the core that might be related to variations in water content or unintentional variations in material properties. Several anomalous zones that were not associated with the defects were detected, which might be caused by unintentional variations in material properties, temperature, water content, or other installations. The results located two out of five defects in the core, horizontal and vertical crushed rock zones, with a slight location shift for the horizontal zone. The concrete block defect in the core was indicated, although not as distinctly and with a lateral shift. The two remaining defects in the core, a crushed rock zone at the abutment and a wooden block and a crushed rock zone in the filter, were not discovered. The results cannot be used to fully evaluate the capability of ERT in detecting internal erosion under typical Swedish conditions due to limited seepage associated with the defects. Furthermore, scale effects need to be considered for larger dams.
(Less)
- author
- Norooz, Reyhaneh
LU
; Nivorlis, Aristeidis
LU
; Olsson, Per Ivar
LU
; Günther, Thomas
; Bernstone, Christian
LU
and Dahlin, Torleif
LU
- organization
- publishing date
- 2024
- type
- Contribution to journal
- publication status
- epub
- subject
- keywords
- 3D inversion model, Electrical resistivity tomography, Embankment dam, Internal erosion, Monitoring
- in
- Journal of Civil Structural Health Monitoring
- publisher
- Springer
- external identifiers
-
- scopus:85188837082
- ISSN
- 2190-5452
- DOI
- 10.1007/s13349-024-00785-x
- language
- English
- LU publication?
- yes
- id
- 7ca1e785-46a2-411e-acf6-01c3fc07428e
- date added to LUP
- 2024-04-12 15:27:44
- date last changed
- 2024-04-12 15:29:04
@article{7ca1e785-46a2-411e-acf6-01c3fc07428e,
abstract = {{<p>Electrical resistivity tomography (ERT) is a potential-based method for detecting internal erosion in the core of embankment dams using the electrodes installed outside. This study aims at evaluating the practical capability of ERT monitoring for detecting internal defects in embankment dams. A test embankment dam with in-built well-defined defects was built in Älvkarleby, Sweden, to assess different monitoring systems including ERT and the defect locations were unknown to the monitoring teams. Between 7500 and 14,000 ERT data points were acquired daily, which were used to create the distribution of electrical resistivity models of the dam using 3D time-lapse inversion. The inversion models revealed a layered resistivity structure in the core that might be related to variations in water content or unintentional variations in material properties. Several anomalous zones that were not associated with the defects were detected, which might be caused by unintentional variations in material properties, temperature, water content, or other installations. The results located two out of five defects in the core, horizontal and vertical crushed rock zones, with a slight location shift for the horizontal zone. The concrete block defect in the core was indicated, although not as distinctly and with a lateral shift. The two remaining defects in the core, a crushed rock zone at the abutment and a wooden block and a crushed rock zone in the filter, were not discovered. The results cannot be used to fully evaluate the capability of ERT in detecting internal erosion under typical Swedish conditions due to limited seepage associated with the defects. Furthermore, scale effects need to be considered for larger dams.</p>}},
author = {{Norooz, Reyhaneh and Nivorlis, Aristeidis and Olsson, Per Ivar and Günther, Thomas and Bernstone, Christian and Dahlin, Torleif}},
issn = {{2190-5452}},
keywords = {{3D inversion model; Electrical resistivity tomography; Embankment dam; Internal erosion; Monitoring}},
language = {{eng}},
publisher = {{Springer}},
series = {{Journal of Civil Structural Health Monitoring}},
title = {{Monitoring of Älvkarleby test embankment dam using 3D electrical resistivity tomography for detection of internal defects}},
url = {{http://dx.doi.org/10.1007/s13349-024-00785-x}},
doi = {{10.1007/s13349-024-00785-x}},
year = {{2024}},
}