Technical Notes
Sep 28, 2019

Simulation of Sediment Flushing in Paonia Reservoir of Colorado

Publication: Journal of Hydraulic Engineering
Volume 145, Issue 12

Abstract

A one-dimensional sediment transport model (SRH-1D) was updated to simulate a sediment sluicing and flushing plan for the Paonia Reservoir, located on Muddy Creek in western Colorado. The Paonia Reservoir has lost nearly 25% of its original capacity of 25.8 million cubic meters (20,950 acre-ft) to sediment deposition. In the fall of 2014, Paonia Dam became partially blocked with sediment and debris, and emergency action was necessary to maintain water deliveries. To analyze potential solutions to this problem, a proposed sediment sluicing and flushing plan was conceptualized to lower the reservoir pool in the early spring, and to sluice and flush sediment with high spring runoff flows through the outlet works before closing the gates to refill the pool for the irrigation season. SRH-1D was modified to include a user-defined set of reservoir operation rules, which was implemented to assess the effects of managing inflow and sediment deposition in the Paonia Reservoir. The numerical model was calibrated using the 2015 reservoir survey data and incoming and outgoing suspended sediment concentrations from April 2013 to June 2015. It was then used to predict the reservoir sedimentation with a one-season simulation. The numerical model shows that a spring sediment flush can be a useful method to pass sediment from a reservoir.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

The authors of this paper would like to acknowledge the Bureau of Reclamation’s Western Colorado Area Office and the Fire Mountain Canal and Reservoir Company for supporting this technical effort. In addition, thanks to the United States Geological Survey Colorado Water Science Center for the sediment data collection support to make this modeling effort possible. The Bureau of Reclamation’s Research and Development Office provided funding to write this technical note.

References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 145Issue 12December 2019

History

Received: Apr 18, 2018
Accepted: Apr 24, 2019
Published online: Sep 28, 2019
Published in print: Dec 1, 2019
Discussion open until: Feb 28, 2020

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Authors

Affiliations

Jianchun Huang, Ph.D. [email protected]
P.E.
Hydraulic Engineer, Sedimentation and River Hydraulics Group, Technical Service Center, Bureau of Reclamation, Denver, CO 80225 (corresponding author). Email: [email protected]
Blair Greimann, Ph.D. [email protected]
P.E.
Hydraulic Engineer, Sedimentation and River Hydraulics Group, Technical Service Center, Bureau of Reclamation, Denver, CO 80225. Email: [email protected]
Manager, Umatilla Field Office, Bureau of Reclamation, Hermiston, OR 97838. ORCID: https://orcid.org/0000-0002-6996-3046. Email: [email protected]

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