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黄河玛尔挡水电站坝后区泥石流基本特征及风险性评价

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德阳沟发生泥石流会对玛尔挡水电站的工程建设和安全运行造成影响.为了对玛尔挡水电站坝后区泥石流基本特征进行分析,评价发生泥石流的风险性,在分析德阳沟泥石流的发育特征、活动特征、堆积物特征及动力学特征的基础上,采用泥石流沟的数量化综合评判法评价泥石流的易发性,以危险性指数、单沟泥石流危险度和模糊综合判别法评价泥石流的危险性,结合单沟泥石流危险度和易损度对泥石流的危害性进行评价,根据风险性评价结果提出相应的工程防范措施.结果表明:德阳沟泥石流为稀性泥石流,一次泥石流量为5.295×104 m3,固体物质含量约1.270×104 m3,属于中等易发泥石流,具有高度危险性和危害性,易对下游S101 省道及坝址区相关建筑及村落居民人生财产安全产生危害,需采取针对性措施对德阳沟进行防治.
Basic Characteristics and Risk Assessment of Debris Flow in Dam Back Area of the Maerdang Hydropower Station in the Yellow Rive
The occurrence of debris flow in the Deyang gully will affect the construction and safe operation of the Maerdang Hydropower Station.In order to analyze the basic characteristics of debris flow in dam back area of the Maerdang Dam Hydropower Station and evaluate the risk of deb-ris flow,the quantitative comprehensive evaluation method of debris flow gulley is used to evaluate the susceptibility of debris flow on the basis of analyzing the development characteristics,activity characteristics,deposit characteristics and dynamic characteristics of the Deyang gulley debris flow.The hazard of debris flow is evaluated by hazard index,single gulley debris flow hazard degree and fuzzy comprehensive discrimination meth-od.The hazard of debris flow is evaluated by combining the hazard degree and vulnerability of single gulley debris flow.According to the risk e-valuation results,corresponding engineering prevention measures are proposed.The results show that the debris flow in the Deyang gulley is micro-viscous debris flow,with a debris flow rate of 5.295×104 m3 and a solid matter content of about 1.270×104 m3.It is a medium-prone debris flow with high risk and harm.It is easy to cause harm to the safety of life and property of residents in the downstream S101 provincial road and related buildings in the dam area and villages.Targeted measures need to be taken to prevent and control the Deyang gulley debris flow.

Maerdang Dam Hydropower StationDeyang gulleydebris flowrisk assessment

李瑞卿、王志通、付建伟、刘高

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中国电建集团西北勘测设计研究院有限公司,西安 710065

兰州大学 土木工程与力学学院,兰州 730000

玛尔挡水电站 德阳沟 泥石流 风险性评价

国家自然科学基金项目

51878322

2024

西北水电
西北勘测设计研究院

西北水电

影响因子:0.388
ISSN:1006-2610
年,卷(期):2024.(4)