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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| Автори: | , , , , , |
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| Формат: | Artigo |
| Мова: | Chinês |
| Опубліковано: |
Editorial Office of Pearl River
2025-01-01
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| Серія: | Renmin Zhujiang |
| Предмети: | |
| Онлайн доступ: | http://www.renminzhujiang.cn/thesisDetails?columnId=122599045&Fpath=home&index=0 |
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