Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure

Author:

Sreekumar Uthra1,Nistor Ioan2,Rennie Colin3ORCID,Mohammadian Abdolmajid3ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Ottawa, 75 Laurier Ave. E, Ottawa, ON, Canada K1N 6N5 (corresponding author).

2. Professor, Dept. of Civil Engineering, Univ. of Ottawa, 75 Laurier Ave. E, Ottawa, ON, Canada K1N 6N5.

3. Professor, Dept. of Civil Engineering, Univ. of Ottawa, 75 Laurier Ave. E, Ottawa, ON, Canada K1N 6N5. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference90 articles.

1. Effects of a Natural Dam-Break Flood on Geomorphology and Vegetation on the Elwha River, Washington, U.S.A

2. The influence of floodplain restoration on flow and sediment dynamics in an urban river;Ahilan S.;J. Flood Risk Manage.,2018

3. Prediction of longitudinal dispersion coefficient using laboratory and field data: relationship comparisons

4. Aleotti P. and G. Polloni. 2003. “Two-dimensional model of the 1998 Sarno debris flows (Italy): Preliminary results.” In Proc. 3rd Int. Conf. on Debris-Flow Hazards Mitigation: Mechanics Prediction and Assessment edited by D. Rickenmann and C. L. Chen. 553–563. Geneva: Davos.

5. Amec. 2011. Mount Polley mine tailing storage facility 2011 Stage 7 expansion stability analyses. Victoria, BC, Canada: Mount Polley Review Panel.

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