滑坡堵江过程数值模拟研究进展
作者:
作者单位:

(1.南京水利科学研究院岩土工程研究所,江苏 南京210024;2.水灾害防御全国重点实验室,江苏 南京210098;3.水利部水库大坝安全重点实验室,江苏 南京210029;4.河海大学土木与交通学院,江苏 南京210098;5.华电昆仑喀什能源开发有限公司,新疆 喀什844099;6.新疆水利水电勘测设计研究院有限责任公司,新疆 乌鲁木齐830052;7.中国电建集团贵阳勘测设计研究院有限公司,贵州 贵阳550081 )

作者简介:

钟启明(1981—),男,正高级工程师,博士,主要从事土石(堰塞)坝溃坝灾害预测理论与防控技术研究。E-mail:qmzhong@nhri.cn

通讯作者:

中图分类号:

P694

基金项目:

国家自然科学基金联合基金重点支持项目(U22A20602,U24A20182);中央级公益性科研院所基本科研业务费专项资金项目(Y324006,Yk325002)


Research progress on numerical simulation of landslide-induced river blockage process
Author:
Affiliation:

(1.Department of Geotechnical Engineering, Nanjing Hydraulic Research Institute, Nanjing 210024, China;2.National Key Laboratory of Water Disaster Prevention, Nanjing 210098, China;3.Key Laboratory of Reservoir and Dam Safety, Ministry of Water Resources, Nanjing 210029, China;4.College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, China;5.Huadian Kunlun Kashgar Energy Development Co., Ltd., Kashgar 844099, China;6.Xinjiang Water Conservancy and Hydropower Survey Design Institute Co., Ltd., Urumqi 830052, China;7.POWERCHINA Guiyang Engineering Corporation Limited, Guiyang 550081, China)

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 文章评论
    摘要:

    鉴于我国西南高山峡谷地区滑坡堵江事件呈多发频发态势,从滑坡堵江物理过程出发,系统综述了连续介质力学方法、非连续介质力学方法及耦合方法在滑坡堵江过程数值模拟中的研究进展,重点分析了这些方法在计算精度、计算效率、适用范围等方面的优势与不足,并对其在典型工程案例中的应用进行了评述。在此基础上,总结了滑坡堵江过程数值模拟当前面临的关键技术瓶颈,如高效计算、多尺度建模、参数不确定性处理和耦合稳定性问题,并提出了高性能计算平台、多尺度耦合建模、智能参数反演和不确定性量化等未来研究方向。

    Abstract:

    Given the frequent occurrence of landslide-induced river blockages in the alpine and canyon regions of southwestern China and based on the physical process of landslide-induced river blockage, this paper systematically reviews the research progress of continuum mechanics methods, discontinuum mechanics methods, and coupling methods in simulating landslide-induced river blockage processes, with a focus on analyzing the advantages and limitations of these methods in terms of computational accuracy, computational efficiency, and scope of application. The application of these methods in typical engineering cases is also discussed. Furthermore, the paper summarizes current key technical challenges in numerical simulation of landslide-induced river blockage processes, including high-performance computing, multi-scale modeling, parameter uncertainty handling, and coupling stability issues. Finally, future research directions are proposed, such as leveraging high-performance computing platforms, developing multi-scale coupled modeling techniques, advancing intelligent parameter inversion, and enhancing uncertainty quantification.

    参考文献
    相似文献
    引证文献
引用本文

钟启明,李宇,黄健,等.滑坡堵江过程数值模拟研究进展[J].水利水电科技进展,2025,45(5):47-55, 140.(ZHONG Qiming, LI Yu, HUANG Jian, et al. Research progress on numerical simulation of landslide-induced river blockage process[J]. Advances in Science and Technology of Water Resources,2025,45(5):47-55, 140.(in Chinese))

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2025-06-30
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2025-09-29
  • 出版日期: