The sustainable use of water reservoirs is threatened by sediment accumulation, but loss of storage volume can be prevented or limited by appropriate sediment management strategies that work in a variety of expected conditions. The development of a reservoir flushing strategy, tested against water and sediment inflow that might occur over centuries, is presented. A typical length of water and sediment records of 50 years was used to represent the range of variability within a year, and extended by deducing longer term inter-annual variability from suitable indicators (sediment cores in natural lakes, tree-ring chronologies etc.). It was concluded that, over past centuries, water inflows over a period of 50 years could typically vary by about 10%, while sediment inflows could vary by about 20%. The resilience of flushing rules derived solely on the recorded dataset over centuries-long periods was tested using a long-term computer simulation of reservoir sedimentation. The simulations showed that some modifications to the flushing rules would increase performance over centuries-long periods. Although the approach was derived for a specific project, it is based on some generally applicable parameters, such as the discharge at which operation stops and the moving average of the annual peak flow.
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June 2024
Research Article|
March 14 2023
Adapting reservoir flushing strategies to changing hydro-climatic conditions Available to Purchase
Gregor Petkovšek, PhD
Gregor Petkovšek, PhD
Principal Engineer, Flood and Water Management Group, HR Wallingford, Wallingford, UK (g.petkovsek@hrwallingford.com)
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Publisher: Emerald Publishing
Received:
March 01 2022
Accepted:
February 01 2023
Online ISSN: 1751-7729
Print ISSN: 1741-7589
Emerald Publishing Limited: All rights reserved
2023
Proceedings of the Institution of Civil Engineers - Water Management (2024) 177 (3): 137–147.
Article history
Received:
March 01 2022
Accepted:
February 01 2023
Citation
Petkovšek G (2024), "Adapting reservoir flushing strategies to changing hydro-climatic conditions". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 177 No. 3 pp. 137–147, doi: https://doi.org/10.1680/jwama.22.00020
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