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七盘沟堰塞体溃决后水动力特征及沟内泥石流启动条件分析

Hydrodynamics and Debris Flow-triggering Conditions after Dam Break in Qipangou Gully

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【作者】 向国萍张丹丹常鸣屈永平

【Author】 XIANG Guo-ping;ZHANG Dan-dan;CHANG Ming;QU Yong-ping;State Key Laboratory for Geo-Hazard Prevention and Geo-Environment Protection,Chengdu University of Technology;

【机构】 成都理工大学地质灾害防治与地质环境保护国家重点实验室

【摘要】 以汶川地震强震区七盘沟堰塞湖为例,通过野外调查、现场测量,分析了"7.10"泥石流暴发时6个典型堰塞体的溃决特征,给出了堰塞体溃决类型及其溃决后的水动力特征。结果表明,6个典型堰塞体失稳主要以漫顶溢流破坏为主,溃决流量最大值达404.9m3/s。进而确定了堰塞体溃决后泥石流的启动条件,结果可为泥石流预防与控制提供参考。

【Abstract】 Taking Qipangou gully of Wenchuan earthquake zone as an example,the dam break characteristics of six typical landslide dam in outbreak of " 7.10" debris flow are analyzed by means of field investigation and field measurement.It gives the dam break type of landslide dams and hydrodynamic characteristics after dam break.The results show that the six typical landslide dam is instability,and its main failure is overtopping.The maximum flow rate reaches 404.9m3/s after dam break.Furthermore,the starting condition of debris flow after outburst of dam break is determined,which provides a reference for prevention and control of debris flow.

【关键词】 泥石流堰塞体溃决七盘沟
【Key words】 debris flowlandslide damdam breakQipangou gully
  • 【文献出处】 水电能源科学 ,Water Resources and Power , 编辑部邮箱 ,2015年04期
  • 【分类号】P642.23
  • 【被引频次】2
  • 【下载频次】171
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