The Effect of Dam Break Speed on Flood Evolution in a Downstream Reservoir of a Cascade Reservoir System
The dam break flood is one of the potential causes of catastrophic events in cascade hydropower hub groups. Investigating the movement patterns of dam break flooding among reservoir groups under different dam break speeds is crucial for flood prevention and emergency response. In this study, the evolution characteristics of dam break floods were investigated in a cascading reservoir system, focusing on different break speeds of the upstream dam. The results indicate that the dam break speed determines the concavity or convexity of the water level curve changes in the upstream reservoir. Accordingly, dam breaks are classified into three modes: instant dam break, fast dam break, and slow dam break. An approximate critical speed has been identified to differentiate between the fast dam break and slow dam break. Further investigation into the evolution patterns of dam break floods in downstream reservoirs under different break modes was conducted. Correspondingly, the flood peak discharge and peak arrival time of the dam break floods vary differently with break speed under different break modes. Finally, a theoretical analysis for the flood peak discharge at the dam site during gradual dam break at a certain speed was established, which is able to predict the over-dam flood peak discharge in fast and slow dam break modes. This study is based on a combination of laboratory flume experiments and three-dimensional numerical simulations. This study has theoretical significance for the reinforcement of public infrastructure safety and the prevention of natural disasters.
Authors
- HuaJiang Bo (ORCID: https://orcid.org/0000-0002-3865-9527)
- Faxing Zhang (ORCID: https://orcid.org/0000-0002-3207-0789)
- LiYuan Zhang (ORCID: https://orcid.org/0000-0002-5535-6632)
- Xiaolong Zhang (ORCID: https://orcid.org/0000-0001-9339-5512)
- Liang Yin (ORCID: https://orcid.org/0000-0001-5396-782X)
Institutions
- Sichuan University (CN)
- PowerChina (China) (CN)
- Powerchina Huadong Engineering Corporation (China) (CN)
- State Key Laboratory of Hydraulics and Mountain River Engineering
Publication Details
- Journal
- Water
- Published
- 2024-10-20
- DOI
- https://doi.org/10.3390/w16202993
- Citations
- 1
- Primary Topic
- Flood Risk Assessment and Management
- Type
- article
- Field-Weighted Citation Impact
- 0.28
Funders
- National Natural Science Foundation of China