ISSN 1003-8035 CN 11-2852/P

    高山峡谷区滑坡涌浪作用下库坝工程灾变响应研究进展

    Research progress on catastrophic responses of reservoir–dam systems to landslide-induced waves in alpine canyon regions

    • 摘要: 我国西南高山峡谷区地质条件复杂、构造活动强烈且山地灾害活跃,滑坡地质灾害防治成为这一区域高坝大库工程安全与防灾减灾领域十分重要的研究课题。文章全面梳理了库区滑坡涌浪动力过程、滑坡-涌浪-溃坝灾害多物理场耦合分析方法、滑坡涌浪作用下库坝工程灾变响应规律及巨灾形成条件等方面的研究进展,发现当前研究对高山峡谷区滑坡涌浪链式灾害演化过程及其对库坝工程的作用机制的认识不足。基于当前研究存在的局限性,凝炼课题研究未来应重点关注的3个问题:(1)建立考虑土–水界面质能传递的库区滑坡涌浪动力过程模型;(2)发展面向滑坡–涌浪–溃坝全过程的高效多物理场数值计算框架;(3)构建基于能量与强度双控制的库坝工程巨灾判据与风险评估体系。研究成果能弥补库区滑坡源特征与坝体灾变之间定量表征的空白,为高山峡谷区重大水电工程长期安全运行与流域防灾减灾提供理论支撑与技术保障。

       

      Abstract: Geological conditions in the alpine canyon regions of southwestern China are highly complex, tectonic activity is intense, and mountain hazards occur frequently. Consequently, the prevention and mitigation of landslide-related geological disasters is a critical research topic for ensuring the safety of high dams and large reservoirs. This paper provides a comprehensive review of research progress on: (i) the dynamics of landslide-generated impulse waves in reservoirs; (ii) multi-physics coupled analysis methods for landslide–wave–dam-break disaster chains; (iii) catastrophic response behaviors of reservoir–dam systems under landslide-induced waves; and (iv) conditions governing the occurrence of large-scale disasters. The review indicates that current studies still provide an insufficient understanding of the evolution of landslide–wave disaster chains in alpine canyon regions and their impact mechanisms on reservoir–dam systems. In view of these limitations, three priority directions for future research are identified: (1) establishing dynamic process models for reservoir landslide-induced waves that explicitly account for mass and energy transfer at the soil–water interface; (2) developing efficient multi-physics numerical frameworks for simulating the entire landslide–wave–dam-breach process; and (3) constructing dual-control criteria and risk assessment systems for reservoir–dam mega-disasters based on both energy and structural strength. The outcomes are expected to bridge the current gap in quantitatively linking reservoir landslide source characteristics to catastrophic dam responses, providing theoretical support and technical guidance for the long-term safe operation of major hydropower projects and basin-scale disaster risk reduction in alpine canyon regions.

       

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