Predicted Changes in Peace River Channel Morphology and Sediment Transport Related to the Site C Clean Energy Project

Predicted Changes in Peace River Channel Morphology and Sediment Transport Related to the Site C Clean Energy Project

Author: C. Nistor, V. Martin
Conference: Canadian Hydrotechnical Conference 2015
Date: April 29-May 2, 2015

The Site C Clean Energy Project is a third dam and 1100 MW hydroelectric generating station on the Peace River in northeastern British Columbia, Canada. BC Hydro plans to start construction in the summer of 2015. This paper presents the predicted changes in channel morphology and suspended sediment dynamics during Project operations that were described in the Environmental Impact Statement (EIS) for the Project.

The reservoir is predicted to trap 70% of the incoming sediment delivered from tributaries and from shoreline erosion induced around the reservoir perimeter. However, sediment deposition on the reservoir bed is predicted to reduce the initial reservoir volume by only 2.5% after 50 years. The mean annual suspended sediment load of the Peace River immediately downstream from the dam is predicted to be reduced by 54% compared to baseline conditions. Farther downstream at the Town of Peace River, Alberta, the predicted reduction in sediment load is only 2%, due to the large sediment inputs delivered to the Peace River by intervening tributaries. The Peace River has a cobble-gravel bed extending for several hundred kilometres downstream from the Site C dam site, and the sediment that will be trapped in the reservoir is much finer than the bed material in this section of the river.

Long-term field observations indicate that the bed material in this part of the river is generally immobile due to flow regulation at the two existing dams, which has led to ongoing bed material aggradation at tributary confluences and vegetation encroachment on gravel bars. The Project will not change the flow regime of the river with respect to bedload transport competence, and so is not expected to cause any incremental change in channel morphology downstream from the Site C Dam under normal operating conditions.

 

Download the full technical paper.

Download

Perspectivas recientes

Octubre 2024
Estudio de rotura de una presa de jales en la zona centro-norte de México
Septiembre 2024
Influence of Pre-Existing Mobilized Zones on B3 Cave Propagation and Initial Subsidence at the New Afton Mine
Septiembre 2024
Importance of Indigenous Community Engagement related to ARD/ML and Long-Term Water Quality
Septiembre 2024
Effective Assessment of ARD/ML Potential for Non-Mining Infrastructure Projects
Agosto 2024
CESA Aon Engineering Excellence Awards 2024: Kikagati Hydropower Plant
Julio 2024
Interview: Mario Lazo Emparanza, Regional Manager, Knight Piésold Chile
Julio 2024
Visionary Leadership: Driving Engineering Excellence in Africa with Vishal Haripersad
Junio 2024
Concept Feasibility and Predicted Behavior of Mining a Rock Tower with Drill-and-Blast Undermining Using Dynamic Three-Dimensional Discontinuum Numerical Models
Junio 2024
Estimating Shear Stress within a Clay Foundation Using the Burgers-Creep Model
Junio 2024
Laboratory Study of Manganese Mining Overburden Mixed with Lime as a Paving Subbase Layer
Mayo 2024
Knight Piésold: Ensuring African Excellence in the DRC
Mayo 2024
Wild Coast N2 Highway Project Taking Shape
Mayo 2024
Interview: Guillermo Barreda, Gerente General, Knight Piésold Perú
Abril 2024
Risk Mitigation through Design Optimization Utilizing Seasonal Effects under Arctic Conditions at the Amaruq Mine
Abril 2024
Synthetic Rock Mass Modeling of Progressive Unravelling and Overall Slope Stability Using the Discrete Element Method
Abril 2024
Operational Slope Stability Risk Management for Large Open Pits at the Mount Milligan Mine – A Case Study
Abril 2024
Risk and Informed Approach to TSF Design and Operation
Febrero 2024
Empoderamiento y Resiliencia
Enero 2024
Balancing Act: Water Usage Management Vital for a Sustainable Future
Enero 2024
A Difficult Balance Between Engineering, Environmental, Social and Economic Aspects