Grant: Collaborative Research and Development Grants
École de technologie supérieure
$34,608.00
Development and experimental validation of a multiscale DEM-FEM model for core overtopping in embankment dams
EF 2016-17
Résumé
Core overtopping occurs when the water level rises over the impermeable core, into the filter of zonedembankment dams. It can lead to internal erosion at the interface between core and filter, and eventually to damfailure. Core overtopping can be avoided by maintaining a low water level in the upstream reservoir. However,low reservoir levels can have economic consequences for dam owners. Experimental data on the progression ofcontact erosion during core overtopping for complex dam geometries, transient flow and widely graded corematerials are scarce. As a consequence, it is important for dam owners to get a better understanding of the realimpact of core overtopping. The main objectives of this project are to gather experimental data on coreovertopping for realistic geometries, materials and flow conditions, and to develop a numerical model for thisphenomenon. In the first phase of the project, core overtopping will be replicated experimentally with alaboratory model for different core and filter grain size distributions. The tested materials will be chosen so thatsome combinations fail to respect the accepted design criteria for stability against erosion. Combinationsrepresentative of Canadian embankment dams with a widely graded core will be tested. In the second phase ofthe project, a numerical model will be programmed to replicate the experimental results. The continuummodels that are widely used in practice perform poorly when modelling phenomena that are dependent onmicroscale behaviour, such as internal erosion. The numerical model will be based on a novel multiscaleapproach. It will combine particle scale modelling with the discrete element method, where the displacement ofindividual particles is modelled (software YADE), and large scale modelling with the finite element method,where the soil is modelled as a continuum (software COMSOL). There are currently more than 10,000 dams inCanada. A practical multiscale model and experimental data on erosion threshold and rate of erosion forrealistic geometries and materials will allow appropriate actions to be taken in case of core overtopping. It willalso help design new structures.
Programme
Collaborative Research and Development Grants
Bénéficiaire
Emplacement
Quebec, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data
Tel que publié
Application id
486427-2015
Name nom
Duhaime, François
Department département
Génie de la construction
Organization id
53
Institution établissement
École de technologie supérieure
Province en
Québec
Province fr
Québec
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2016
Competition year année de concours
2015
Award amount
34608
Program id
CRDPJ
Program name en
Collaborative Research and Development Grants
Program name fr
Subventions de recherche et développement coopérative
Group en
Research partnerships programs
Group fr
Programmes de partenariat
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
300
Area of application group en
Energy resources
Area of application group fr
Ressources d'énergie
Area of application en
Energy resources (including production, exploration, processing, distribution and use)
Area of application fr
Ressources d'énergie (production, exploration, traitement, distribution et utilisation de l'énergie)
Research subject code
1002
Research subject group en
Civil engineering
Research subject group fr
Génie civil
Research subject en
Geotechnical engineering (including engineering geology)
Research subject fr
Géotechnique (y compris génie géologique)
Partie
1
Nb partie
3
Application title
Development and experimental validation of a multiscale DEM-FEM model for core overtopping in embankment dams
Keyword
NSERC
Application summary
Core overtopping occurs when the water level rises over the impermeable core, into the filter of zonedembankment dams. It can lead to internal erosion at the interface between core and filter, and eventually to damfailure. Core overtopping can be avoided by maintaining a low water level in the upstream reservoir. However,low reservoir levels can have economic consequences for dam owners. Experimental data on the progression ofcontact erosion during core overtopping for complex dam geometries, transient flow and widely graded corematerials are scarce. As a consequence, it is important for dam owners to get a better understanding of the realimpact of core overtopping. The main objectives of this project are to gather experimental data on coreovertopping for realistic geometries, materials and flow conditions, and to develop a numerical model for thisphenomenon. In the first phase of the project, core overtopping will be replicated experimentally with alaboratory model for different core and filter grain size distributions. The tested materials will be chosen so thatsome combinations fail to respect the accepted design criteria for stability against erosion. Combinationsrepresentative of Canadian embankment dams with a widely graded core will be tested. In the second phase ofthe project, a numerical model will be programmed to replicate the experimental results. The continuummodels that are widely used in practice perform poorly when modelling phenomena that are dependent onmicroscale behaviour, such as internal erosion. The numerical model will be based on a novel multiscaleapproach. It will combine particle scale modelling with the discrete element method, where the displacement ofindividual particles is modelled (software YADE), and large scale modelling with the finite element method,where the soil is modelled as a continuum (software COMSOL). There are currently more than 10,000 dams inCanada. A practical multiscale model and experimental data on erosion threshold and rate of erosion forrealistic geometries and materials will allow appropriate actions to be taken in case of core overtopping. It willalso help design new structures.