Reservoir Dam Failure-Oriented Flood Simulation Based on a Zero-Dimensional and Two-Dimensional Coupled Breach Flow Calculation Model

Conventional empirical formulas for calculating the breach discharge of concrete dams often fail to account for the influences of upstream inflow, downstream backwater effects, and irregular breach shapes on dam-break flow, particularly for lake-type reservoirs characterized by high dam height, larg...

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Bibliographic Details
Main Authors: LIAN Zhiwei, CHENG Qing, SONG Lixiang, ZHA Dawei, ZHANG Xue, ZHAO Yujie
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2025-01-01
Series:Renmin Zhujiang
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Online Access:http://www.renminzhujiang.cn/thesisDetails?columnId=122599045&Fpath=home&index=0
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