Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during Drawdown

Earth and rockfill dams face a variety of loading conditions during lifetime. One of the most critical loading conditions is the rapid drawdown of water level after steady state conditions. Rapid drawdown may cause instability of upstream slope of the dam. The present work examines the stability of...

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Main Authors: Sirwan Gh. Salim, Krikar M. G. Noori
Format: Article
Language:English
Published: Koya University 2021-03-01
Series:ARO-The Scientific Journal of Koya University
Subjects:
Online Access:https://aro.koyauniversity.org/index.php/aro/article/view/678
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author Sirwan Gh. Salim
Krikar M. G. Noori
author_facet Sirwan Gh. Salim
Krikar M. G. Noori
author_sort Sirwan Gh. Salim
collection DOAJ
description Earth and rockfill dams face a variety of loading conditions during lifetime. One of the most critical loading conditions is the rapid drawdown of water level after steady state conditions. Rapid drawdown may cause instability of upstream slope of the dam. The present work examines the stability of a rockfill dam under different drawdown rates in terms of factor of safety for the upstream slope of the dam. For this purpose, a computer software named GeoStudio 2012 SEEP/W and SLOPE/W has been used for the numerical analysis. The results showed that the drawdown rate has a significant effect on stability of rockfill dam in which increasing the drawdown rate from 1 m/day to 10 m/day decreases the stability of the dam by 33%. Based on the outcomes, for the studied case the drawdown rate (1 m/day) can be recommended.
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spelling doaj.art-1434ed40f38c4fd7b06ef7b4aa10d3cf2023-09-02T10:42:30ZengKoya UniversityARO-The Scientific Journal of Koya University2410-93552307-549X2021-03-019110.14500/aro.10678Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during DrawdownSirwan Gh. Salim0Krikar M. G. Noori11Department of City Planning, Technical College of Engineering, Sulaimani Polytechnic University, Sulaymaniyah, Kurdistan Region – F.R. IraqKoya Technical Institute, Erbil Polytechnic University, Koya, Kurdistan Region – F.R. IraqEarth and rockfill dams face a variety of loading conditions during lifetime. One of the most critical loading conditions is the rapid drawdown of water level after steady state conditions. Rapid drawdown may cause instability of upstream slope of the dam. The present work examines the stability of a rockfill dam under different drawdown rates in terms of factor of safety for the upstream slope of the dam. For this purpose, a computer software named GeoStudio 2012 SEEP/W and SLOPE/W has been used for the numerical analysis. The results showed that the drawdown rate has a significant effect on stability of rockfill dam in which increasing the drawdown rate from 1 m/day to 10 m/day decreases the stability of the dam by 33%. Based on the outcomes, for the studied case the drawdown rate (1 m/day) can be recommended.https://aro.koyauniversity.org/index.php/aro/article/view/678Drawdown rateEarth/Rockfill damFactor of safetyGeoStudio 2012Pore water pressure
spellingShingle Sirwan Gh. Salim
Krikar M. G. Noori
Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during Drawdown
ARO-The Scientific Journal of Koya University
Drawdown rate
Earth/Rockfill dam
Factor of safety
GeoStudio 2012
Pore water pressure
title Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during Drawdown
title_full Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during Drawdown
title_fullStr Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during Drawdown
title_full_unstemmed Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during Drawdown
title_short Assessment of the Upstream Slope Stability of Darbandikhan Rockfill Dam during Drawdown
title_sort assessment of the upstream slope stability of darbandikhan rockfill dam during drawdown
topic Drawdown rate
Earth/Rockfill dam
Factor of safety
GeoStudio 2012
Pore water pressure
url https://aro.koyauniversity.org/index.php/aro/article/view/678
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AT krikarmgnoori assessmentoftheupstreamslopestabilityofdarbandikhanrockfilldamduringdrawdown