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Triggering conditions and mobility of debris flows associated to complex earthflows

机译:与复杂泥石流相关的泥石流的触发条件和流动性

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Landslides on black marl slopes of the French Alps are, in most cases, complex catastrophic failures in which the initial structural slides transform into slow-moving earthflows. Under specific hydrological conditions, these earthflows can transform into debris flows. Due to their sediment volume and their high mobility, debris flow induced by landslides are far much dangerous than these resulting from continuous erosive processes. A fundamental point to correctly delineate the area exposed to debris flows on the alluvial fans is therefore to understand why and how some earthflows transform into debris flow while most of them stabilize. In this paper, a case of transformation from earthflow to debris flow is presented and analysed. An approach combining geomorphology, hydrology, geotechnics and rheology is adopted to model the debris flow initiation (failure stage) and its runout (postfailure stage). Using the Super-Sauze earthflow (Alpes-de-Haute-Provence, France) as a case study, the objective is to characterize the hydrological and mechanical conditions leading to debris flow initiation in such cohesive material. Results show a very good agreement between the observed runout distances and these calculated using the debris flow modeling code Cemagref 1-D. The deposit thickness in the depositional area and the velocities of the debris flows are also well reproduced. Furthermore, a dynamic slope stability analysis shows that conditions in the debris source area under average pore water pressures and moisture contents are close to failure. A small excess of water can therefore initiate failure. Seepage analysis is used to estimate the volume of debris that can be released for several hydroclimatic conditions. The failed volumes are then introduced in the Cemagref 1-D runout code to propose debris flow hazard scenarios. Results show that clayey earthflow can transform under 5-year return period rainfall conditions into 1-km runout debris flow of volumes ranging between 2000 to 5000 m~3. Slope failures induced by 25-year return period rainfall can trigger large debris flow events (30,000 to 50,000 m~3) that can reach the alluvial fan and cause damage.
机译:在大多数情况下,法国阿尔卑斯山黑泥土山坡上的滑坡是复杂的灾难性破坏,最初的结构滑坡转变为缓慢移动的泥石流。在特定的水文条件下,这些泥石流可以转化为泥石流。由于其沉积物量大且流动性高,与连续侵蚀过程所产生的泥石流相比,滑坡引起的泥石流危险得多。因此,正确划定冲积扇上暴露于泥石流的区域的基本要点是理解为什么大多数泥石流稳定时,为什么以及如何将某些泥石流转变为泥石流。本文提出并分析了从土流向泥石流转化的情况。采用一种结合了地貌,水文,岩土工程和流变学的方法来模拟泥石流的产生(破坏阶段)及其跳动(破坏后阶段)。以Super-Sauze土流(法国阿尔卑斯-德-上-普罗旺斯地区)为案例研究,目的是表征导致这种粘性材料中泥石流引发的水文和机械条件。结果表明,观测到的跳动距离与使用泥石流建模代码Cemagref 1-D计算的跳动距离之间有很好的一致性。沉积区域的沉积厚度和泥石流的速度也可以很好地再现。此外,动态边坡稳定性分析表明,在平均孔隙水压力和含水量下,碎屑源区的条件接近破坏。因此,少量过量的水会引发故障。渗流分析用于估计几种水文气候条件下可释放的碎片量。然后,将失败的卷引入Cemagref 1-D跳动代码中,以提出泥石流危险场景。结果表明,在返回期为5年的降雨条件下,黏土流可以转化为1 km径流的泥石流,体积在2000至5000 m〜3之间。 25年恢复期降雨引起的边坡破坏会触发大泥石流事件(30,000至50,000 m〜3),这些泥石流会到达冲积扇并造成破坏。

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