泥石流弯道侵蚀机制试验研究
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TV149

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国家自然科学基金资助项目(U21A2008);邯郸市科学技术研究与发展计划项目(23422093034);河北省重点研发计划项目(21374104D);河北省高等学校科学技术研究项目(ZD2021309)


Experimental Study on the Erosion Mechanism of Debris Flow Bends
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    摘要:

    为揭示泥石流弯道侵蚀机制,通过水槽试验,对泥石流弯道运动特征、凹岸侵蚀形态及剪切力进行分析。结果表明:弯道顶冲部位受侵蚀作用最剧烈,上游侵蚀程度明显大于下游;侵蚀深度和超高是影响凹岸土体失稳的重要因素;水力侵蚀与重力侵蚀的动态耦合关系影响泥石流侵蚀作用;弯道中上游凹岸为高剪切力区,下游为低剪切力区,最大剪切力出现在泥石流顶冲部位附近;弯道泥石流流速与泥石流剪切力同步变化,泥石流顶冲部位泥石流流速衰减率最大,泥石流侵蚀作用最强;弯道环流加剧了泥石流的侵蚀作用。

    Abstract:

    To reveal the erosion mechanism of debris flow bends, this study conducted flume experiments, focusing on analyzing the movement characteristics of debris flow in bends, the erosion patterns of concave banks, and shear stress. The results indicate that: the apex of the bend experiences the most intense erosion, and the erosion intensity in the upstream is significantly greater than that in the downstream. The erosion depth and super-elevation are important factors affecting the instability of soil on concave banks. The dynamic coupling relationship between hydraulic erosion and gravitational erosion influences debris flow erosion. The concave banks in the upper and middle reaches of the bend are high shear stress areas, while the lower reaches are low shear stress areas, and the maximum shear stress occurs near the apex of the debris flow. The flow velocity of the debris flow in the bend varies synchronously with its shear force, with the highest velocity decay rate and the strongest debris flow erosion both occurring at the apex. The circulation within the bend exacerbates the erosion effect of the debris flow.

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孟昊阳,刘剑,陈华勇,王睿敏,王芳,辛岸佳.泥石流弯道侵蚀机制试验研究[J].河北工程大学自然版,2026,43(4):98-103

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  • 收稿日期:2025-04-08
  • 修改日期:2025-04-25
  • 在线发布日期: 2026-08-01
  • 出版日期: 2026-08-25
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