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长江上游梯级电站开发区泥石流的治理工程效果评估与减灾策略——以金沙江白鹤滩水电站为例
引用本文:胡桂胜,陈宁生,赵春瑶,李俊,苏立.长江上游梯级电站开发区泥石流的治理工程效果评估与减灾策略——以金沙江白鹤滩水电站为例[J].水土保持通报,2017,37(1):241-247,269.
作者姓名:胡桂胜  陈宁生  赵春瑶  李俊  苏立
作者单位:1. 中国科学院 水利部 成都山地灾害与环境研究所 中国科学院山地灾害与地表过程重点实验室,四川 成都,610041;2. 成都理工大学,四川 成都,610059;3. 三峡集团 工程建设管理局,四川 成都,610023
基金项目:国家自然科学基金项目“基于漫顶溃决过程分析的滑坡堰塞坝稳定性评估模型研究”(41501012);国家自然科学基金国际合作与交流项目“地震山区可持续经济社会发展系统模型”(41661134012);中国长江三峡集团公司科研项目“白鹤滩、乌东德水电站泥石流预测预警技术及示范”(JGJ0492014)
摘    要:目的]评估灾害性泥石流严重的长江上游梯级电站开发区泥石流灾害治理工程效果,为长江上游同类水电站的泥石流防灾减灾与治理效果评估研究提供思路。方法]选择金沙江白鹤滩水电站施工区的矮子沟和大寨沟泥石流治理工程为案例,通过2013—2015年连续3a的现场跟踪调查分析,结合模型计算对矮子沟和大寨沟泥石流峰值流量过程进行计算,分别评估2014和2015年矮子沟、大寨沟泥石流治理工程效果,并进行泥石流危险性评价。结果]基于长江上游梯级电站开发区泥石流灾害特点,提出了长江上游梯级电站开发区泥石流治理工程效果评估模式,并提出了基于风险控制的水电工程泥石流"以排为主,适当拦挡"治理模式与减灾策略。结论]矮子沟、大寨沟现有的泥石流防治措施在满库的状态下能够满足500年一遇泥石流过流的要求,泥石流危险性小。

关 键 词:长江上游  梯级水电站  泥石流工程  效果评估  减灾策略
收稿时间:2016/3/11 0:00:00
修稿时间:2016/7/8 0:00:00

Effectiveness Evaluation of Debris Flow Control and Mitigation Strategies for Cascade Hydropower Stations in Upper Yangtze River,China——A Case Study in Baihetan Hydropower Station of Jinsha River
HU Guisheng,CHEN Ningsheng,ZHAO Chunyao,LI Jun and SU Li.Effectiveness Evaluation of Debris Flow Control and Mitigation Strategies for Cascade Hydropower Stations in Upper Yangtze River,China——A Case Study in Baihetan Hydropower Station of Jinsha River[J].Bulletin of Soil and Water Conservation,2017,37(1):241-247,269.
Authors:HU Guisheng  CHEN Ningsheng  ZHAO Chunyao  LI Jun and SU Li
Institution:Key Laboratory of Mountain Hazards and Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan 610041, China,Key Laboratory of Mountain Hazards and Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan 610041, China,Chengdu University of Technology, Chengdu, Sichuan 610059, China,Key Laboratory of Mountain Hazards and Surface Processes, Institute of Mountain Hazards and Environment, Chinese Academy of Sciences, Chengdu, Sichuan 610041, China and Construction and Management Bureau, China Three Gorges Corporation, Chengdu, Sichuan 610023, China
Abstract:Objective] The objective of the study is to evaluate the effectiveness of debris flow disaster control project in development zone at cascade hydropower stations at severe landslides-affected Upper Yangtze River and provide references on effectiveness post-evaluation of debris flow control for other hydropower stations. Methods] The Aizi and Dazhai gully debris flow regulation engineering in Jinshajiang River were chose as a case. The peak flow process of Aizi and Dazhai gully debris flow were calculated through the tracking investigation of three consecutive years from 2013 to 2015. The effectiveness of debris flow control engineering of Aizi and Dazhai gully in 2014 and 2015 were evaluated. The risk of debris flow was estimated. Results] Post-evaluation model on effectiveness of debris flow control in the cascade hydropower stations of Upper Yangtze River development zone was put forward based on the results of the assessment system. The governance model of debris flow and mitigation strategies were proposed based on the water and electricity engineering debris flow risk control according to the characteristics of debris flow hazards in the development of cascade hydropower stations in the Upper Yangtze River. Conclusion] Existing debris flow prevention and control measures of Aizi and Dazhai gully can meet flow requirements of five hundred-year debris flow under the conditions of impletion, and debris flow risk is less in the area.
Keywords:Upper Yangtze River  cascade hydropower stations  debris flow engineering  effectiveness evaluation  mitigation strategies
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