LAPSE:2023.21710v1
Published Article

LAPSE:2023.21710v1
Construction Diversion Risk Assessment for Hydropower Development on Sediment-Rich Rivers
March 22, 2023
Abstract
Hydropower is an important renewable energy, and Construction Diversion Risk (CDR) should be highlighted and assessed during hydropower development. Since sediment-rich rivers are widely existing around the world and have great hydro-energy potential, assessing CDR for hydropower development on sediment-rich rivers in terms of engineering feasibility is of significance. This paper proposes a CDR assessment method for the sediment-rich hydropower development environment. The method is concise and practical, reflects diversion uncertainties and correlation, and mainly adopts the Gumbel−Hougaard Copula and the Monte Carlo Simulation. Through simulating flood evolution and sediment impact during diversion, the method can assess CDR basing on the cofferdam overtopping probability. Case results show that the proposed method can achieve CDR assessment on a sediment-rich river and highlights sediment impact on the diversion risk. Through results discussion, the risk feature of construction diversion on sediment-rich rivers is revealed, that sediment impact causes the dynamic and yearly-risen CDR. Hence, our conclusions are: (1) the proposed method is feasible, effective and has industrial potential, and (2) a diversion scheme on sediment-rich rivers is suggested that adopts the design with high or yearly-heightening cofferdams, based on the advanced CDR assessment to cope with the risk features of sediment-rich diversion environments.
Hydropower is an important renewable energy, and Construction Diversion Risk (CDR) should be highlighted and assessed during hydropower development. Since sediment-rich rivers are widely existing around the world and have great hydro-energy potential, assessing CDR for hydropower development on sediment-rich rivers in terms of engineering feasibility is of significance. This paper proposes a CDR assessment method for the sediment-rich hydropower development environment. The method is concise and practical, reflects diversion uncertainties and correlation, and mainly adopts the Gumbel−Hougaard Copula and the Monte Carlo Simulation. Through simulating flood evolution and sediment impact during diversion, the method can assess CDR basing on the cofferdam overtopping probability. Case results show that the proposed method can achieve CDR assessment on a sediment-rich river and highlights sediment impact on the diversion risk. Through results discussion, the risk feature of construction diversion on sediment-rich rivers is revealed, that sediment impact causes the dynamic and yearly-risen CDR. Hence, our conclusions are: (1) the proposed method is feasible, effective and has industrial potential, and (2) a diversion scheme on sediment-rich rivers is suggested that adopts the design with high or yearly-heightening cofferdams, based on the advanced CDR assessment to cope with the risk features of sediment-rich diversion environments.
Record ID
Keywords
construction diversion risk assessment, hydropower development, sediment-rich river
Suggested Citation
Song Z, Liu Q, Hu Z, Zhang C, Ren J, Wang Z, Tian J. Construction Diversion Risk Assessment for Hydropower Development on Sediment-Rich Rivers. (2023). LAPSE:2023.21710v1
Author Affiliations
Song Z: School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072, China; State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China [ORCID]
Liu Q: School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072, China; State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China [ORCID]
Hu Z: School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072, China; State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
Zhang C: Yellow River Engineering Consulting Co., Ltd., Zhengzhou 450003, China
Ren J: Powerchina Huadong Engineering Co., Ltd., Hangzhou 311122, China
Wang Z: Powerchina Huadong Engineering Co., Ltd., Hangzhou 311122, China
Tian J: Powerchina Huadong Engineering Co., Ltd., Hangzhou 311122, China
Liu Q: School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072, China; State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China [ORCID]
Hu Z: School of Water Resources and Hydropower Engineering, Wuhan University, Wuhan 430072, China; State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072, China
Zhang C: Yellow River Engineering Consulting Co., Ltd., Zhengzhou 450003, China
Ren J: Powerchina Huadong Engineering Co., Ltd., Hangzhou 311122, China
Wang Z: Powerchina Huadong Engineering Co., Ltd., Hangzhou 311122, China
Tian J: Powerchina Huadong Engineering Co., Ltd., Hangzhou 311122, China
Journal Name
Energies
Volume
13
Issue
4
Article Number
E938
Year
2020
Publication Date
2020-02-19
ISSN
1996-1073
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PII: en13040938, Publication Type: Journal Article
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LAPSE:2023.21710v1
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https://doi.org/10.3390/en13040938
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Mar 22, 2023
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