Vida Rajabzadeh, Ali Akbar Hekmatzadeh, Piltan Tabatabaie Shourijeh, Ali Torabi Haghighi, Introducing a probabilistic framework to measure dam overtopping risk for dams benefiting from dual spillways, Reliability Engineering & System Safety, Volume 231, 2023, 109030, ISSN 0951-8320, https://doi.org/10.1016/j.ress.2022.109030
Introducing a probabilistic framework to measure dam overtopping risk for dams benefiting from dual spillways
|Author:||Rajabzadeh, Vida1; Hekmatzadeh, Ali Akbar1; Shourijeh, Piltan Tabatabaie1;|
1Department of Civil and Environmental Engineering, Shiraz University of Technology, Shiraz, Iran, P.O. Box: 71555-313
2Water, Energy and Environmental Engineering Research Unit, University of Oulu, Oulu, Finland, P.O. Box: 8000
|Persistent link:|| http://urn.fi/urn:nbn:fi-fe202301162881
|Publish Date:|| 2024-12-02
Assessing the overtopping risk has become a necessity in face of ever-changing, extreme weather conditions. This study proposed a novel probabilistic framework to evaluate the overtopping risk of a case embankment dam equipped with both gated Ogee spillway and erodible auxiliary spillway i.e., “fuse plug”. The reservoir routing equations have been adapted to account for the existence and subsequent destruction of the fuse plug. The characteristics of rainfall events and the catchment hydrological parameters were considered as random variables. Furthermore, an innovative random rainfall generator based on copula process was introduced to produce stochastic rain hyetographs. Considering the reservoir at Ogee crest level and normal water level, the probabilities of overtopping from the fuse plug were 9.2% and 10.6% in case of a 1000-year-daily rainfall, respectively. For these normal water levels, the probabilities of overtopping from dam crest are 0.52% and 0.55%, indicating an approximately identical risk. In addition, the uncertainty in the ratio of rain event to daily rain event, curve number, rainfall depth, and concentration time (in sequence) result in significant variations of reservoir water level. The variability in rainfall hyetograph influences the reservoir water height insignificantly. Regarding reservoir routing, the fuse plug destruction, significantly decreases the attenuation of peak discharge.
Reliability engineering & system safety
|Type of Publication:||
A1 Journal article – refereed
|Field of Science:||
© 2022. This manuscript version is made available under the CC-BY-NC-ND 4.0 license by http://creativecommons.org/licenses/by-nc-nd/4.0/.