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Monitoring internal erosion in embankment dams using 3D Electrical Resistivity Tomography: Älvkarleby test embankment dam

Norooz, Reyhaneh LU ; Dahlin, Torleif LU ; Olsson, Per-Ivar LU orcid ; Nivorlis, Aristeidis LU ; Günther, Thomas and Bernstone, Christian LU (2023) Near Surface Geoscience 2023
Abstract
One major risk threatening embankment dam integrity is internal erosion of the core. Internal erosion progresses inside the dam but it is difficult to detect with conventional methods. Electrical Resistivity Tomography (ERT) is a potential-based method that can sense the interior of the dam, and this study aims to evaluate the capability of ERT as a complementary monitoring technique for discovering internal erosion. A test embankment dam with some defects incorporated inside the core and fine filter in Älvkareby, Sweden, has been constructed with the purpose of assessing different monitoring techniques including ERT. Buried electrodes and sensors for other monitoring instruments were placed inside the dam. The collected ERT data were... (More)
One major risk threatening embankment dam integrity is internal erosion of the core. Internal erosion progresses inside the dam but it is difficult to detect with conventional methods. Electrical Resistivity Tomography (ERT) is a potential-based method that can sense the interior of the dam, and this study aims to evaluate the capability of ERT as a complementary monitoring technique for discovering internal erosion. A test embankment dam with some defects incorporated inside the core and fine filter in Älvkareby, Sweden, has been constructed with the purpose of assessing different monitoring techniques including ERT. Buried electrodes and sensors for other monitoring instruments were placed inside the dam. The collected ERT data were inverted using a 3D time-lapse inversion model implemented in pyGIMLI/pyBERT package. The results revealed a layered resistivity structure in the core and several unintentional anomalous zones. Furthermore 2 out of 5 defects in the core were located, namely horizontal and vertical crushed rock zones, with a slight location shift for the horizontal zone. A concrete block defect was indicated, although not as distinctly and with a lateral shift. The two remaining defects, a crushed rock zone at the abutment and a wooden block were not discovered. (Less)
Please use this url to cite or link to this publication:
author
; ; ; ; and
organization
publishing date
type
Chapter in Book/Report/Conference proceeding
publication status
published
subject
host publication
Procs. Near Surface Geoscience 2023
article number
112
pages
5 pages
conference name
Near Surface Geoscience 2023
conference location
Edinburgh, United Kingdom
conference dates
2023-09-03 - 2023-09-07
external identifiers
  • scopus:85182934316
DOI
10.3997/2214-4609.202320112
project
Detection of internal defects in embankment dams by geoelectrical tomography monitoring
Integrating electrical resistivity results interpretation with numerical flow modelling for detection of internal defects in embankment dams
language
English
LU publication?
yes
id
fe32dbd7-c73d-4131-a516-a76eb7061d52
date added to LUP
2023-09-15 11:42:52
date last changed
2024-02-15 14:38:36
@inproceedings{fe32dbd7-c73d-4131-a516-a76eb7061d52,
  abstract     = {{One major risk threatening embankment dam integrity is internal erosion of the core. Internal erosion progresses inside the dam but it is difficult to detect with conventional methods. Electrical Resistivity Tomography (ERT) is a potential-based method that can sense the interior of the dam, and this study aims to evaluate the capability of ERT as a complementary monitoring technique for discovering internal erosion. A test embankment dam with some defects incorporated inside the core and fine filter in Älvkareby, Sweden, has been constructed with the purpose of assessing different monitoring techniques including ERT. Buried electrodes and sensors for other monitoring instruments were placed inside the dam. The collected ERT data were inverted using a 3D time-lapse inversion model implemented in pyGIMLI/pyBERT package. The results revealed a layered resistivity structure in the core and several unintentional anomalous zones. Furthermore 2 out of 5 defects in the core were located, namely horizontal and vertical crushed rock zones, with a slight location shift for the horizontal zone. A concrete block defect was indicated, although not as distinctly and with a lateral shift. The two remaining defects, a crushed rock zone at the abutment and a wooden block were not discovered.}},
  author       = {{Norooz, Reyhaneh and Dahlin, Torleif and Olsson, Per-Ivar and Nivorlis, Aristeidis and Günther, Thomas and Bernstone, Christian}},
  booktitle    = {{Procs. Near Surface Geoscience 2023}},
  language     = {{eng}},
  title        = {{Monitoring internal erosion in embankment dams using 3D Electrical Resistivity Tomography: Älvkarleby test embankment dam}},
  url          = {{http://dx.doi.org/10.3997/2214-4609.202320112}},
  doi          = {{10.3997/2214-4609.202320112}},
  year         = {{2023}},
}