北京市南港沟泥石流发育特征及孕灾成因
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TV144

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中国地震局地震科技星火计划项目“基于三维动态演化的黄土地震滑坡致灾范围研究与预测”(2510321004);河北省自然科学基金“强震诱发低角度斜坡流滑三维时空动态演化和致灾范围研究”(D2023512028)


Developmental characteristics and disaster-causing mechanisms of debris flow at Nangang gully, Beijing City
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    [目的] 研究北京市房山区南港沟泥石流的发育特征,揭示北京西南山区暴雨型泥石流的物源组成差异及孕灾机制,为当地及类似区域的泥石流防治提供理论支撑。[方法] 以北京“23・7”暴雨后南港沟发生的泥石流灾害为研究对象,通过无人机获取地形数据,结合野外实地调查,分析地形、物源及水源条件;利用FLO-2D模型模拟泥石流动力过程,重点量化树枝状沟谷-高陡边坡地貌下的泥石流运动参数,并与现场调查结果进行验证。[结果] 南港沟地形起伏大、沟谷深切,物源丰富且类型多样(含崩滑堆积、坡面侵蚀及沟床堆积物),大气降水为主要水源,暴雨是泥石流的主要激发因素。FLO-2D模拟显示,泥石流最大滑移速度为6.75 m/s,最大堆积深度为14.6 m,模拟结果与现场调查的误差率为3.995%,处于合理范围。综合分析确定南港沟泥石流易发等级指数为2~3,属于易发泥石流沟。[结论] 南港沟泥石流为暴雨沟谷型稀性泥石流,其形成遵循“降雨—径流—揭底—汇聚”过程,属易发沟。

    Abstract:

    [Objective] The development characteristics of the debris flow in Nangang gully, Fangshan District, Beijing City were analyzed to reveal the differences in material source composition and disaster-causing mechanisms of rainstorm-induced debris flow in the southwest mountainous areas of Beijing City, in order to provide theoretical support for debris flow prevention and control in the local area fand similar regions. [Methods] Taking the debris flow disaster that occurred in Nangang gully after the ‘23·7’ rainstorm in Beijing as the research object, topographic data were acquired using unmanned aerial vehicle (UAV), and terrain, material source, and water source conditions were analyzed in combination with field investigations. The FLO-2D model was used to simulate the dynamic process of the debris flow, with a focus on quantifying movement parameters under the dendritic gully-high and steep slope topography. The results were then validated against field investigation data. [Results] Nangang gully featured large topographic relief and deeply incised valleys, with abundant and diverse material sources (including landslide deposits, slope erosion deposits, and channel deposits). Atmospheric precipitation served as the main water source, and rainstorms were the primary triggering factor for debris flow. The FLO-2D simulations showed that the maximum sliding velocity of the debris flow was 6.75 m/s, and the maximum accumulation depth was 14.6 m. The error rate between the simulation and field investigation results was 3.995%, which was within a reasonable range. A comprehensive analysis confirmed that the susceptibility index of debris flow in Nangang gully was 2—3, classifying it as a debris flow-prone gully. [Conclusion] The Nangang gully debris flow is a typical rainstorm-induced gully-type dilute debris flow, with its formation following the process of ‘rainfall infiltration—runoff concentration—channel bed scouring—material convergence’, and the gully is classified as a debris flow-prone area. The FLO-2D simulation has been verified to be reliable.

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赵云辉,马海志,柳文涛,田华俊,王长安,张中俭.北京市南港沟泥石流发育特征及孕灾成因[J].水土保持通报,2025,45(6):132-139

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  • 收稿日期:2025-05-12
  • 最后修改日期:2025-09-09
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  • 在线发布日期: 2025-12-31
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