| 青山水库溃坝洪水模拟计算 |
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| 引用本文： | 落全富,安莉娜.青山水库溃坝洪水模拟计算[J].浙江水利科技,2010(2):17-19. |
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| 作者姓名： | 落全富 安莉娜 |
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| 作者单位： | 1. 杭州市青山水库管理处,浙江,临安,311305
2. 浙江省水利河口研究院,浙江,杭州,310020 |
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| 摘 要： | 采用二维浅水模型对青山水库溃坝洪水进行了模拟计算，根据主坝可能出现的溃坝风险，模拟了主坝溃决后保护区内洪水的演进过程，模型的计算结果提供的淹没水深、淹没范围以及流速等洪水风险信息，为青山水库防洪风险管理提供了依据。
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| 关 键 词： | 溃堤 二维浅水模型 模拟计算 |
Simulated Calculation of Dam Break Flood for Qingshan Reservoir |
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| LUO Quan-fu,AN Li-na.Simulated Calculation of Dam Break Flood for Qingshan Reservoir[J].Zhejiang Hydrotechnics,2010(2):17-19. |
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| Authors: | LUO Quan-fu AN Li-na |
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| Affiliation: | 1.Hangzhou Administrative Office of Qingshan Reservoir;Lin'an 311305;Zhejiang;China;2.Zhejiang Institute of Hydraulics & Estuary;Hangzhou 310020;China |
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| Abstract: | 2D shallow water model is used to simulate calculation for dam break of the Qingshan Reservoir.Considering possible break risks of the main dam,the model simulates the flood routing after break of the main dam,and the results of flood risks including inundated depth,inundated area and flow velocity could provide supporting for the flood risk management of the Qingshan Reservoir. |
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| Keywords: | dam break 2D shallow water model simulated calculation |
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