A platform for research: civil engineering, architecture and urbanism
Modeling Flood Peak Discharge Caused by Overtopping Failure of a Landslide Dam
Overtopping failure often occurs in landslide dams, resulting in the formation of strong destructive floods. As an important hydraulic parameter to describe floods, the peak discharge often determines the downstream disaster degree. Based on 67 groups of landslide dam overtopping failure cases all over the world, this paper constructs the calculation model for peak discharge of landslide dam failure. The model considers the influence of dam erodibility, breach shape, dam shape and reservoir capacity on the peak discharge. Finally, the model is compared with the existing models. The results show that the new model has a higher accuracy than the existing models and the simulation accuracy of the two outburst peak discharges of Baige dammed lake in Jinsha River (10 October 2018 and 3 November 2018) is higher (the relative error is 0.73% and 6.68%, respectively), because the model in this study considers more parameters (the breach shape, the landslide dam erodibility) than the existing models. The research results can provide an important reference for formulating accurate and effective disaster prevention and mitigation measures for such disasters.
Modeling Flood Peak Discharge Caused by Overtopping Failure of a Landslide Dam
Overtopping failure often occurs in landslide dams, resulting in the formation of strong destructive floods. As an important hydraulic parameter to describe floods, the peak discharge often determines the downstream disaster degree. Based on 67 groups of landslide dam overtopping failure cases all over the world, this paper constructs the calculation model for peak discharge of landslide dam failure. The model considers the influence of dam erodibility, breach shape, dam shape and reservoir capacity on the peak discharge. Finally, the model is compared with the existing models. The results show that the new model has a higher accuracy than the existing models and the simulation accuracy of the two outburst peak discharges of Baige dammed lake in Jinsha River (10 October 2018 and 3 November 2018) is higher (the relative error is 0.73% and 6.68%, respectively), because the model in this study considers more parameters (the breach shape, the landslide dam erodibility) than the existing models. The research results can provide an important reference for formulating accurate and effective disaster prevention and mitigation measures for such disasters.
Modeling Flood Peak Discharge Caused by Overtopping Failure of a Landslide Dam
Hechun Ruan (author) / Huayong Chen (author) / Tao Wang (author) / Jiangang Chen (author) / Huibin Li (author)
2021
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Estimation of Flood/Debris Flow Caused by Overtopping of a Landslide Dam
British Library Conference Proceedings | 1993
|Estimation method for flood discharge caused by landslide dam failure
British Library Conference Proceedings | 1992
|Predicting Landslide Dam Outburst Flood Peak Discharge
Springer Verlag | 2021
|Peak Flood Discharge from a Landslide Dam Outburst
ASCE | 2022
|The Importance of Assessing Peak Overtopping Discharge
British Library Conference Proceedings | 2000
|