Grant: Collaborative Research and Development Grants
University of British Columbia
$168,200.00
A constitutive model to analyse internal erosion in embankment dams
EF 2019-20
Résumé
Canada is the world's biggest producer of hydroelectric power. British Columbia, like Quebec, Manitoba, Newfoundland and Labrador, and the Yukon, generates almost 90 % of its energy from renewable hydropower sources. The Bennett Dam in British Columbia was, upon completion of construction in 1967, the largest embankment dam in the world. Three dams (the Bennett, Mica, and Revelstoke dams) generate over half of the province's electricity. They represent an enormous investment by society-at-large and, like much of our public infrastructure, these embankment dams are aging, yielding a potential for water seeping from the reservoir to erode soil within the dam and its foundation. Internal erosion is a dam safety risk that was not understood at the time of construction - it is now recognised to pose one of the greatest risks to dam safety.We propose a joint research project with BC Hydro (BCH) to address the questions of where, and when, internal erosion may occur in an embankment dam. We will perform laboratory tests on soil from embankment dams, and compare the findings with forensic observations at the now-decommissioned Coursier Dam, and with field monitoring data available around the sinkhole incidents at the Bennett Dam. We will formulate and calibrate a constitutive model to analyse where erosion can be expected to initiate, and at what rate it progresses, within the body of an embankment dam. Given the similarity of geologic processes and soil formation across Canada, the findings will be of general relevance to northern-climate embankment dams, regardless of size or purpose. Our proposed work will benefit the Canadian dam sector by placing its commitment to dam safety at a level that is undeniably world-class, and befitting of a country that is the biggest producer of hydroelectric power in the world.
Programme
Collaborative Research and Development Grants
Bénéficiaire
Emplacement
British Columbia, Canada
Type de bénéficiaire
Academia
Type
Grant
Source
NSERC's Awards Data
Tel que publié
Application id
507630-2016
Name nom
Fannin, Robin
Department département
Civil Engineering
Organization id
2
Institution établissement
University of British Columbia
Province en
British Columbia
Province fr
Colombie-Britannique
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2019
Competition year année de concours
2016
Award amount
168200
Program id
CRDPJ
Program name en
Collaborative Research and Development Grants
Program name fr
Subventions de recherche et développement coopérative
Group en
RESEARCH PARTNERSHIPS
Group fr
PARTENARIATS DE RECHERCHE
Committee code
96
Committee name en
RPP Internal Decision Cttee
Committee name fr
Cté de décision interne - PPR
Area of application code
303
Area of application group en
Energy resources
Area of application group fr
Ressources d'énergie
Area of application en
Alternative energy resources
Area of application fr
Autres ressources d'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)
Installment
inst:3 - 3
Partie
3
Nb partie
3
Application title
A constitutive model to analyse internal erosion in embankment dams
Keyword
NSERC
Application summary
Canada is the world's biggest producer of hydroelectric power. British Columbia, like Quebec, Manitoba, Newfoundland and Labrador, and the Yukon, generates almost 90 % of its energy from renewable hydropower sources. The Bennett Dam in British Columbia was, upon completion of construction in 1967, the largest embankment dam in the world. Three dams (the Bennett, Mica, and Revelstoke dams) generate over half of the province's electricity. They represent an enormous investment by society-at-large and, like much of our public infrastructure, these embankment dams are aging, yielding a potential for water seeping from the reservoir to erode soil within the dam and its foundation. Internal erosion is a dam safety risk that was not understood at the time of construction - it is now recognised to pose one of the greatest risks to dam safety.We propose a joint research project with BC Hydro (BCH) to address the questions of where, and when, internal erosion may occur in an embankment dam. We will perform laboratory tests on soil from embankment dams, and compare the findings with forensic observations at the now-decommissioned Coursier Dam, and with field monitoring data available around the sinkhole incidents at the Bennett Dam. We will formulate and calibrate a constitutive model to analyse where erosion can be expected to initiate, and at what rate it progresses, within the body of an embankment dam. Given the similarity of geologic processes and soil formation across Canada, the findings will be of general relevance to northern-climate embankment dams, regardless of size or purpose. Our proposed work will benefit the Canadian dam sector by placing its commitment to dam safety at a level that is undeniably world-class, and befitting of a country that is the biggest producer of hydroelectric power in the world.