A Case Study on Usage of Electrical Resistivity Tomography for Dam Seepage Location, Chesterfield, Missouri

Four Electrical Resistivity Tomography (ERT) profiles and borehole data were acquired on the front face of the earth-filled dam and on the flanks, constituting Lake #1, in order to locate the seepage zone, the flow path, and to determine possible reasons of the seepage. The seepage, observed a year...

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Main Authors: E V Torgashov, O N Kovin, N L Anderson
Format: Article
Language:English
Published: Perm Sate National Research University 2015-06-01
Series:Vestnik Permskogo Universiteta: Seriâ Geologiâ
Subjects:
Online Access:http://geology-vestnik.psu.ru/index.php/geology/article/view/74
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spelling doaj-f52cc3d6bc1d4fa1874281ca7d23a6f82020-11-25T02:32:54ZengPerm Sate National Research UniversityVestnik Permskogo Universiteta: Seriâ Geologiâ1994-36012313-47982015-06-01227344010.17072/psu.geol.27.3466A Case Study on Usage of Electrical Resistivity Tomography for Dam Seepage Location, Chesterfield, MissouriE V Torgashov0O N Kovin1N L Anderson2Missouri University of Science&Technology, 290 McNutt Hall, 1400 N. Bishop, Rolla, MO 65409-0140Perm State University, 15 Bukireva Street, Perm 614990Missouri University of Science&Technology, 290 McNutt Hall, 1400 N. Bishop, Rolla, MO 65409-0140Four Electrical Resistivity Tomography (ERT) profiles and borehole data were acquired on the front face of the earth-filled dam and on the flanks, constituting Lake #1, in order to locate the seepage zone, the flow path, and to determine possible reasons of the seepage. The seepage, observed a year after the construction in the southwestern part of the lake, was severe and could cause further softening, slippage and erosion of soil, developing of pipe holes, increasing the water outflow and risk to the embankment integrity. The owner agreed to drain the lake in order to acquire geophysical and borehole data. Based on the analyses of the acquired ERT and borehole data, four solution-widened fracture zones trending from southwest to northeast were identified. It was concluded that the seepage pathway beneath the dam was through a solution-widened fracture zone, the top of which constituted the original stream channel.http://geology-vestnik.psu.ru/index.php/geology/article/view/74dam seepageresistivity and borehole datafracture zoneERT profiles
collection DOAJ
language English
format Article
sources DOAJ
author E V Torgashov
O N Kovin
N L Anderson
spellingShingle E V Torgashov
O N Kovin
N L Anderson
A Case Study on Usage of Electrical Resistivity Tomography for Dam Seepage Location, Chesterfield, Missouri
Vestnik Permskogo Universiteta: Seriâ Geologiâ
dam seepage
resistivity and borehole data
fracture zone
ERT profiles
author_facet E V Torgashov
O N Kovin
N L Anderson
author_sort E V Torgashov
title A Case Study on Usage of Electrical Resistivity Tomography for Dam Seepage Location, Chesterfield, Missouri
title_short A Case Study on Usage of Electrical Resistivity Tomography for Dam Seepage Location, Chesterfield, Missouri
title_full A Case Study on Usage of Electrical Resistivity Tomography for Dam Seepage Location, Chesterfield, Missouri
title_fullStr A Case Study on Usage of Electrical Resistivity Tomography for Dam Seepage Location, Chesterfield, Missouri
title_full_unstemmed A Case Study on Usage of Electrical Resistivity Tomography for Dam Seepage Location, Chesterfield, Missouri
title_sort case study on usage of electrical resistivity tomography for dam seepage location, chesterfield, missouri
publisher Perm Sate National Research University
series Vestnik Permskogo Universiteta: Seriâ Geologiâ
issn 1994-3601
2313-4798
publishDate 2015-06-01
description Four Electrical Resistivity Tomography (ERT) profiles and borehole data were acquired on the front face of the earth-filled dam and on the flanks, constituting Lake #1, in order to locate the seepage zone, the flow path, and to determine possible reasons of the seepage. The seepage, observed a year after the construction in the southwestern part of the lake, was severe and could cause further softening, slippage and erosion of soil, developing of pipe holes, increasing the water outflow and risk to the embankment integrity. The owner agreed to drain the lake in order to acquire geophysical and borehole data. Based on the analyses of the acquired ERT and borehole data, four solution-widened fracture zones trending from southwest to northeast were identified. It was concluded that the seepage pathway beneath the dam was through a solution-widened fracture zone, the top of which constituted the original stream channel.
topic dam seepage
resistivity and borehole data
fracture zone
ERT profiles
url http://geology-vestnik.psu.ru/index.php/geology/article/view/74
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