Numerical Modeling of Downstream Morphological Evolution during Mount Polley Tailings Dam Failure-Reference-Cited by-同舟云学术

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

Published:2024-01 Issue:1 Volume:150 Page:
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Sreekumar Uthra¹,Nistor Ioan²,Rennie Colin³^ORCID,Mohammadian Abdolmajid³^ORCID

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JHEND8.HYENG-13497

Reference90 articles.

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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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