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Potential Dam Breach Flood Hazard Assessment of Kulekhani Reservoir Rock Fill Dam Using 2D Diffusion and Full Dynamic Shallow Water Equation Defining Coriolis Effect
Version 1
: Received: 1 November 2023 / Approved: 1 November 2023 / Online: 1 November 2023 (13:18:02 CET)
How to cite:
Pandey, B.R.; Knoblauch, H.; Zenz, G. Potential Dam Breach Flood Hazard Assessment of Kulekhani Reservoir Rock Fill Dam Using 2D Diffusion and Full Dynamic Shallow Water Equation Defining Coriolis Effect. Preprints2023, 2023110088. https://doi.org/10.20944/preprints202311.0088.v1
Pandey, B.R.; Knoblauch, H.; Zenz, G. Potential Dam Breach Flood Hazard Assessment of Kulekhani Reservoir Rock Fill Dam Using 2D Diffusion and Full Dynamic Shallow Water Equation Defining Coriolis Effect. Preprints 2023, 2023110088. https://doi.org/10.20944/preprints202311.0088.v1
Pandey, B.R.; Knoblauch, H.; Zenz, G. Potential Dam Breach Flood Hazard Assessment of Kulekhani Reservoir Rock Fill Dam Using 2D Diffusion and Full Dynamic Shallow Water Equation Defining Coriolis Effect. Preprints2023, 2023110088. https://doi.org/10.20944/preprints202311.0088.v1
APA Style
Pandey, B.R., Knoblauch, H., & Zenz, G. (2023). Potential Dam Breach Flood Hazard Assessment of Kulekhani Reservoir Rock Fill Dam Using 2D Diffusion and Full Dynamic Shallow Water Equation Defining Coriolis Effect. Preprints. https://doi.org/10.20944/preprints202311.0088.v1
Chicago/Turabian Style
Pandey, B.R., Helmut Knoblauch and Gerald Zenz. 2023 "Potential Dam Breach Flood Hazard Assessment of Kulekhani Reservoir Rock Fill Dam Using 2D Diffusion and Full Dynamic Shallow Water Equation Defining Coriolis Effect" Preprints. https://doi.org/10.20944/preprints202311.0088.v1
Abstract
Dam breaches have catastrophic consequences, causing severe property damage, life loss, and environmental impact. The Kulekhani reservoir rockfill dam break was studied to evaluate the downstream impact. The appropriate breaching parameter of MacDonald and Langridge (1984) regression equations was selected based on the sixteen observed dam failure cases and cross-sectional geometry of the existing dam of Kulekhani. The 2D Diffusion Wave and Full Dynamic Wave Equation were applied for downstream flood assessment, Full Dynamic Wave was able to capture the physical flow phenomena like river bend effects resulting in higher flow velocity at the outer bend, and formation of eddies considering losses. The application of a Full Dynamic Equation was found to be appropriate for rapidly varying unsteady flow considering steep slopes, and sudden changes in channel geometry. Flood mapping of water depth, flow velocity, flood intensity, and arrival time were carried out for flood hazard assessment classified by the American Society of Civil Engineers (ASCE). Flow depth and extension of the flow area were compared to identify the affected area, higher flow depth and larger extension were observed using a Full Dynamic Wave Equation as a result of less flow velocity considering the losses. Almost 17 minutes of the arrival time of peak difference at the Bagmati River confluence was evaluated between the models which plays an important role in decision-making for selection of the flood model. Flood mitigation with river diversion works through a hydraulic measure of Levee was suggested to protect the highly affected households of Ranche, Nagmar, Khanikhet, and Debaltar towns. Most of the household was found to be safe after the construction of the Levee except for eleven houses that lie along the river below flood elevation of 1269.6 m.a.s.l. This signifies the importance of room for the rivers and the human settlement near the river might be life-threatening.
Keywords
Kulekhani reservoir; Dam break; MacDonald and Langridge (1984); Diffusion Wave; Full Dynamic Wave; Flow depth; Flow velocity; Flood mitigation; Levee
Subject
Engineering, Civil Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
