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通过对庵子沟地形地貌、暴雨特征、流域面积、地层岩性、地质构造、水文地质条件、泥石流物源的调查与分析研究,针对该泥石流危险性高、流量大、流速慢的特点,结合受灾害对象及分布区域与整体布局关系,按照防治结合、因地制宜、重点突出的原则设置了以拦为主,拦挡坝加挡土墙的的综合治理方案。
Through the investigation and analysis on the topographic and geomorphological features of Mount Omizi, the characteristics of heavy rain, the drainage area, the lithology of the strata, the geological structure, the hydrogeological conditions and the source of debris flow, aiming at the characteristics of high risk of debris flow, large flow rate and slow flow rate, Affected by the disaster and the distribution of the distribution area and the overall layout of the relationship in accordance with the combination of prevention and control, in line with the local conditions, focusing on the principle of setting the bar-based, retaining dam plus retaining wall integrated management program.