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Processes in model slopes made of mixtures of wettable and water repellent sand: Implications for the initiation of debris flows in dry slopes

机译:由可湿性和防水砂混合物制成的模型斜坡中的工艺:对干燥斜坡中泥石流的引发的影响

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摘要

Debris flows in slopes initially dry, such as post-wildfire debris flows, are initiated by surface runoff and sediment bulking due to reduced infiltration. Soil water repellency, extreme dry soils, and loose, cohesionless materials influence their initiation. The exact link between these features, the resulting infiltration processes and the initiation mechanism of a debris flow remains unclear. Here, we examine the relation between soil particle wettability and slope processes in physical models. Flume experiments were conducted in 10% increments of mass ratios of wettable to water repellent sand, subjected to artificial rainfall with monitoring of soil water content, pore water pressure, sediment and water discharge and failure mode. To date, wettability was considered only for the water repellent end, because it reduces infiltration, enhancing surface runoff. This study demonstrates that slight wettability changes, in the full wettable to water repellent range, impact a variety of slope processes. The two extremes, fully wettable and water repellent gave opposite responses, retrogressive slides for infiltration-initiated in wettable sand and erosion by surface runoff in water repellent sand. The transition was dominated by surface runoff and preferential flow, yielding a combination of erosion and slides. From the tests, a continuous capping effect generated by water repellency was a necessary condition for erosion and sand bulking i.e., the generation of runoff-initiated debris flows. The sensitivity of the model slope response to artificial rainfall was particularly acute at high ratios of wettable to water repellent sand. For mixtures above a critical ratio of wettable to water repellent sand, the measurements with an index test revealed a fully wettable material despite differences in the infiltration, saturation and pore water pressure built-up trends. Implications for post-wildfire debris flows and debris flows in slopes initially dry in general are discussed.
机译:最初干燥的斜坡中的泥石流(如野火后的泥石流)是由地面径流和由于渗透减少而导致的泥沙膨胀引起的。土壤的憎水性,极端干燥的土壤以及疏松,无凝聚力的材料都会影响其萌生。这些特征,所导致的渗透过程和泥石流引发机制之间的确切联系仍不清楚。在这里,我们研究了物理模型中土壤颗粒润湿性与边坡过程之间的关系。水槽实验以可湿性砂浆与憎水砂质量比的10%增量进行,并进行人工降雨,监测土壤含水量,孔隙水压力,沉积物和水的排放以及破坏模式。迄今为止,润湿性仅被认为是用于防水端,因为它减少了渗透,增加了表面径流。这项研究表明,在从可润湿性到防水性的整个可湿性范围内,轻微的可湿性变化都会影响各种斜坡过程。两种极端情况,即完全可湿性和防水性产生了相反的响应,即在可湿性砂土中渗透引发的倒退滑坡和在疏水性砂土中的地表径流侵蚀。过渡主要是地表径流和优先流动,产生了侵蚀和滑动的组合。从这些测试中,由防水性产生的连续封盖效果是侵蚀和沙子膨胀(即,径流引发的泥石流的产生)的必要条件。在高比例的可湿性砂浆和憎水砂砂中,模型坡度对人工降雨的敏感性特别高。对于高于可湿性砂浆和憎水砂的临界比的混合物,通过指数测试进行的测量显示出完全可湿性的材料,尽管渗透,饱和度和孔隙水压力的建立趋势有所不同。讨论了野火后泥石流和一般最初干燥的斜坡中的泥石流的含义。

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