Tangjiashan Barrier Lake is one of the largest barrier lakes caused by the Wenchuan Earthquake. Its risk analysis, emergency plan and effect of the emergency plan are introduced in this paper. The dam height of Tangji...Tangjiashan Barrier Lake is one of the largest barrier lakes caused by the Wenchuan Earthquake. Its risk analysis, emergency plan and effect of the emergency plan are introduced in this paper. The dam height of Tangjiashan Barrier Dam is about 105 m, and the reservoir storage capacity is 3.2×108 m3. When the dam broke the flood peak were estimated to be larger than 48000 m3/s, which might cause a enormous disaster to the downstream cities and residents. A discharge channel with 13 m deep and 8 m wide was drug, so that the water may flow out of the lake before the dam breaks. As a result, the drainage and risk mitigation project are successful. During the drainage process, the flood peak was about 6500 m3/s, and about 1.6×108 m3 of water was drained off and the residual reservoir capacity was only 8.97×107 m3. A new channel with average width 100 m was formed, which can bear floods of 200 years frequency. The successful experience and the collected data can be used to deal with the similar natural disasters in future.展开更多
【目的】为避免溃堤形成洪峰危害下游,对唐家山堰塞湖进行开槽泄流,并预测泄流槽的冲刷演变和下泄洪峰流量及出现时间,以便提出一种分析方法,对今后震后堰塞湖抢险工程起到指导作用。【方法】依据唐家山堰塞坝的土性条件、开槽断面,以...【目的】为避免溃堤形成洪峰危害下游,对唐家山堰塞湖进行开槽泄流,并预测泄流槽的冲刷演变和下泄洪峰流量及出现时间,以便提出一种分析方法,对今后震后堰塞湖抢险工程起到指导作用。【方法】依据唐家山堰塞坝的土性条件、开槽断面,以及不同粒径散粒体的冲刷运动特性,确定堰塞坝不同粒径松散体的冲刷起动流速和冲刷速度。基于堰塞湖区产流和库水位曲线,应用宽顶堰流基本理论,综合考虑土性材料冲刷性能与堰流之间的相互关系,进行了开槽泄流、水流计算、冲刷下切、库水位确定的迭代计算分析。【结果】合理确定了唐家山堰塞坝不同土层随着泄流变化的冲刷速率和泄流槽断面的变化;计算得到2008-06-10 T 12:00下泄最大洪峰流量为6 601 m3/s,与实际洪峰流量基本一致。【结论】提出了一种预测堰塞体开槽泄流下切冲刷分析及洪峰形成时间和确定最大洪峰流量的简化方法。展开更多
基金Supported by the National Basic Research Program of China ("973" Project) (Grant No. 2007CB714102)
文摘Tangjiashan Barrier Lake is one of the largest barrier lakes caused by the Wenchuan Earthquake. Its risk analysis, emergency plan and effect of the emergency plan are introduced in this paper. The dam height of Tangjiashan Barrier Dam is about 105 m, and the reservoir storage capacity is 3.2×108 m3. When the dam broke the flood peak were estimated to be larger than 48000 m3/s, which might cause a enormous disaster to the downstream cities and residents. A discharge channel with 13 m deep and 8 m wide was drug, so that the water may flow out of the lake before the dam breaks. As a result, the drainage and risk mitigation project are successful. During the drainage process, the flood peak was about 6500 m3/s, and about 1.6×108 m3 of water was drained off and the residual reservoir capacity was only 8.97×107 m3. A new channel with average width 100 m was formed, which can bear floods of 200 years frequency. The successful experience and the collected data can be used to deal with the similar natural disasters in future.
文摘【目的】为避免溃堤形成洪峰危害下游,对唐家山堰塞湖进行开槽泄流,并预测泄流槽的冲刷演变和下泄洪峰流量及出现时间,以便提出一种分析方法,对今后震后堰塞湖抢险工程起到指导作用。【方法】依据唐家山堰塞坝的土性条件、开槽断面,以及不同粒径散粒体的冲刷运动特性,确定堰塞坝不同粒径松散体的冲刷起动流速和冲刷速度。基于堰塞湖区产流和库水位曲线,应用宽顶堰流基本理论,综合考虑土性材料冲刷性能与堰流之间的相互关系,进行了开槽泄流、水流计算、冲刷下切、库水位确定的迭代计算分析。【结果】合理确定了唐家山堰塞坝不同土层随着泄流变化的冲刷速率和泄流槽断面的变化;计算得到2008-06-10 T 12:00下泄最大洪峰流量为6 601 m3/s,与实际洪峰流量基本一致。【结论】提出了一种预测堰塞体开槽泄流下切冲刷分析及洪峰形成时间和确定最大洪峰流量的简化方法。
