Site C Hydroelectric Project: Predicted Changes in Peace River Morphology and Sediment Transport

Site C Hydroelectric Project: Predicted Changes in Peace River Morphology and Sediment Transport

Author: Craig Nistor, Violeta Martin
Conference: ICOLD 2017 Annual Meeting
Date: July 3-7, 2017

ABSTRACT
The 1100 MW Site C Hydroelectric Project involves the construction of a large dam on the Peace River in British Columbia, Canada. The Environmental Impact Statement (EIS) for the project considered technical, socio-economic and environmental aspects and described the predicted effects in the context of previous hydroelectric development and future climate change. Studies were based on long-term field observations and comprehensive modeling. The geomorphology and sediment transport study completed for the EIS predicted changes in channel morphology and suspended sediment loading during construction and operations, which could have ramifications for domestic and industrial water users and aquatic resources. Suspended sediment and turbidity gauging were used to characterize baseline conditions in the Peace River and its key tributaries. A three-dimensional hydrodynamic model was used to simulate suspended sediment dynamics and deposition within the Site C reservoir. During operations the reservoir will trap most of the incoming sediment, with the initial reservoir volume predicted to be reduced by 2.5% after 50 years. The corresponding reduction in mean annual suspended sediment load is predicted to be 54% immediately downstream of the reservoir, but only 2% 300 km downstream at the Town of Peace River, Alberta, because of large sediment inputs from tributaries.

 

Download the full technical paper.

Download

Perspectivas recientes

Noviembre 2024
Design of a Co-disposal Facility for Thickened Tailings and Potentially Acid-generating Waste Rock
Noviembre 2024
Compaction Sensitivity in Tailings Stack Infiltration Modeling: Unsaturated Properties Uncertainty Analysis
Noviembre 2024
Volumes of Dam Material Mobilized by Erosion During Tailings Dam Failure Events
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