白龙江流域溃决型泥石流灾变过程
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P642.23

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国家自然科学基金项目“强震区泥石流服役拦砂坝损伤机制与减灾效果评价方法研究”(42477173);成都理工大学珠峰科学研究计划2.0交叉项目;四川省中央引导地方科技发展专项项目(自由探索类基础研究)(2024ZYD0121);中国长江电力股份有限公司科研项目(AH2025-0221)


Catastrophic processes of dam-break debris flows in Bailong River basin
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    摘要:

    [目的] 揭示白龙江流域溃决型泥石流的演化机理,阐明其灾变过程,为溃决型泥石流预警和防治提供技术支撑。[方法] 以甘肃省陇南市汉王镇甘家沟为研究区,通过室内遥感解译与野外实地考察,获取物源、地形与降雨特征,结合区域地质构造、地震活动等成灾条件,系统分析溃决型泥石流的运动特征,并结合数值仿真平台OpenLISEM,对主沟、支沟及级联溃决3种溃决模式进行模拟与对比分析。[结果] ①甘家沟物源丰富,存在大量崩滑体,主要触发因素为暴雨,崩滑体堵塞沟道后极易形成溃决型泥石流。②溃决型泥石流演化过程可分为“崩滑体失稳—沟道堵塞—堰塞坝形成与溃决—流量放大致灾”4个阶段,其灾变过程是重力势能快速转化为动能与流体整体冲压力的耦合作用结果。③模拟结果显示,主沟溃决型泥石流冲出距离达1 342.06 m,堆积面积1.38 km²,最大堆积厚度达21.64 m,轻微堵塞白龙江;支沟溃决型泥石流规模相对较小,堆积面积1.03 km²,最大堆积厚度15.37 m,未对白龙江造成堵塞;级联溃决型泥石流规模最大,冲出距离1 365.64 m,堆积面积1.92 km²,最大堆积厚度28.2 m,严重堵塞白龙江并形成堰塞湖,有极大可能产生溃决洪水,对下游居民区构成严重威胁。[结论] ①甘家沟具备陡峻地形、物源丰富、降雨集中和地震频繁等不利条件,是溃决型泥石流高发区。②溃决型泥石流普遍经历堵塞—蓄水—溃决阶段,灾害破坏力显著高于一般暴雨型泥石流。③不同溃决模式在规模、堆积范围及危害程度上存在差异,其中级联溃决风险最大。

    Abstract:

    [Objective] The evolution mechanism and catastrophic process of dam-break debris flows in the Bailong River basin were investigated in order to provide technical support for their early warning and prevention. [Methods] Ganjia gully in Hanwang Town, Longnan City was selected as the study area. Characteristics of source materials, topography, and rainfall were obtained through indoor remote sensing interpretation and field investigation. Combined with disaster-forming conditions such as regional geological structures and seismic activity, the movement characteristics of dam-break debris flows were systematically analyzed. Furthermore, three dam-break modes, including main gully, branch gully, and cascading dam-break, were simulated and comparatively analyzed using the numerical simulation platform OpenLISEM. [Results] ① The Ganjia gully watershed had abundant source materials and numerous collapse-slide masses, with rainstorms being the main triggering factor. These masses were prone to forming dam-break debris flows after blocking the channel. ② The evolution process of dam-break debris flows was divided into four stages: collapse-slide mass instability-channel blockage-landslide dam formation and breach-discharge amplification causing disaster. The catastrophic process involved the coupling of rapid conversion of gravitational potential energy into kinetic energy and the overall fluid impact pressure. ③ The simulation results showed that the main gully dam-break debris flow had a runout distance of 1 342.06 m, a deposition area of 1.38 km², and a maximum deposition thickness of 21.64 m, slightly blocking the Bailong River. The branch gully dam-break debris flow was relatively smaller in scale, with a deposition area of 1.03 km² and a maximum deposition thickness of 15.37 m, causing no blockage to the Bailong River. The cascading dam-break debris flow was the largest in scale, with a runout distance of 1 365.64 m, a deposition area of 1.92 km², and a maximum deposition thickness of 28.2 m, severely blocking the Bailong River and forming a barrier lake, which was highly likely to trigger an outburst flood and posed a serious threat to downstream residential areas. [Conclusions] ① Ganjia gully possesses unfavorable conditions, including steep terrain, abundant source materials, concentrated rainfall, and frequent seismic activity, making it a high-incidence area for dam-break debris flows. ② Dam-break debris flows generally undergo the blockage—impoundment—outburst stages, and their destructive power is significantly higher than that of general rainstorm-induced debris flows. ③ Different dam-break modes vary in scale, deposition range, and hazard severity, among which the cascading dam-break presents the greatest risk.

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张宁,常鸣,李宏杰,周康驰,尹道龙,刘洋.白龙江流域溃决型泥石流灾变过程[J].水土保持通报,2026,46(1):403-413

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  • 收稿日期:2025-08-10
  • 最后修改日期:2025-10-22
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  • 在线发布日期: 2026-04-01
  • 出版日期: 2026-02-15