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Controls on Erosion and Transport of Mass by Debris Flows.

机译:控制泥石流对水体的侵蚀和迁移。

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摘要

Debris flows and sediment-rich floods are common transport processes in steep valleys that dissect mountainous terrain. Rapid movement, high discharges, and the transport of large quantities of coarse-grained sediment characterize these hydrologically-driven processes. Despite the importance of debris flows for landscape evolution and natural hazards, there is not an agreed upon mechanical framework to describe how debris flows entrain sediment, erode bedrock, and transport mass. As a result, large uncertainties remain pertaining to the potential for a debris flow to grow through entrainment of loose sediment, the rate at which bedrock is eroded, and the manner in which changes in climate, tectonics, or land-use might affect steep landscapes.;I use a combination of in situ measurements of debris-flow dynamics from a natural laboratory located in the headwaters of a debris-flow dominated catchment, grain-scale numerical modeling of granular flows, and digital elevation model data to constrain the mechanics controlling erosion and transport of mass by debris flows. In particular, I quantify: (1) the characteristic flow properties of natural debris-flow surges and how they relate to total travel distance; (2) the mechanics controlling the rate of bed-sediment entrainment and growth of flow volume; (3) the degree to which debris flows erode the bedrock channel floor; and (4) how changes to channel or flow properties influence the erosive potential of a flow.;Monitored debris-flow events were composed of multiple surges, each with clear variation of flow properties along the length of the surge. Relatively fine-grained and water-rich tails that had a wide range of pore-fluid pressures pushed along steep, highly resistant, visually unsaturated surge fronts of coarse-grained material. Surges with large excess pore-fluid pressures, and thus lower frictional resistance, had longer travel distances. The dominant control of non-equilibrium pore pressure on flow resistance makes the prediction of travel distance based solely on channel properties problematic. During passage of dense granular-fronts as well as water-rich, inter-surge flow, bed sediment was entrained from the sediment-surface downward in a progressive fashion. Despite similar flow properties and thicknesses of bed sediment entrained across all events, time-averaged entrainment rates for bed sediment that was saturated prior to flow arrival could exceed entrainment rates for dry sediment by over an order of magnitude. As a result, a debris flow over wet bed sediment will be larger than the same flow over dry bed sediment.;Once all shielding bed sediment was entrained, flow particles could directly impact the bedrock channel floor. Average bedrock erosion rates that resulted were ∼1 cm/yr-1. Variability in impact-stress magnitude increased linearly with the mean basal stress and measured probability density functions were generally best fit by Pareto or power law distributions with well-defined means and variances. Using the grain-scale numerical modeling, I observed a nonlinear increase in particle-bed impact forces and impact energy as a function of slope. In contrast, particle impact flux increased at small slopes, but then decreased linearly as slope increased beyond a threshold value. Predicted erosion rate, which scales as the product of impact energy and impact flux, increased as a nonlinear function of slope. Steep landscapes in which millennial scale erosion rates have been quantified display a similar nonlinear relationship between erosion rate and channel gradient. This suggests that the grain-scale mechanics quantified here place strong controls on steepland morphology that evolves over thousands to millions of years.
机译:在陡峭的山谷中,泥石流和沉积物丰富的洪水是常见的运输过程,该山谷剖析了山区地形。这些水文驱动的过程具有快速运动,高流量和大量粗颗粒沉积物运输的特点。尽管泥石流对于景观演变和自然灾害非常重要,但尚无一个公认的机械框架来描述泥石流如何带走沉积物,侵蚀基岩和运输物质。结果,仍然存在很大的不确定性,这与泥石流通过夹带疏松的沉积物而增长,基岩被侵蚀的速率以及气候,构造或土地利用的变化可能影响陡峭景观的方式有关。 。;我结合使用位于泥石流占主导的集水区上游的自然实验室的泥石流动力学原位测量,颗粒流的颗粒级数值模拟以及数字高程模型数据来约束力学控制泥石流对水体的侵蚀和运输。我特别要量化:(1)自然泥石流波动的特征流动特性及其与总行进距离的关系; (2)控制床底泥沙夹带速率和流量增长的机制; (3)泥石流侵蚀侵蚀基岩通道底板的程度; (4)通道或流动特性的变化如何影响流动的侵蚀潜力。监测的泥石流事件由多个波峰组成,每个波峰沿波峰的长度都有明显的变化。相对较细颗粒和富水的尾部,沿着粗颗粒材料的陡峭,高度抗力,视觉上不饱和的浪涌前沿,具有广泛的孔隙流体压力。较大的孔隙流体压力引起的浪涌,从而降低了摩擦阻力,具有更长的行进距离。非平衡孔隙压力对流动阻力的主要控制使得仅基于通道特性的行程预测成为问题。在密集的粒状锋面以及富水的浪涌流通过的过程中,床层沉积物以逐步的方式从沉积物表面向下被夹带。尽管在所有情况下夹带的床层沉积物具有相似的流动特性和厚度,但在流到达之前饱和的床层沉积物的时间平均夹带率可能会比干性沉积物的夹带率高一个数量级。结果,湿床沉积物上的泥石流将比干床沉积物上的泥石流大。;一旦所有屏蔽床沉积物被夹带,流动颗粒会直接冲击基岩通道底板。平均基岩侵蚀速率约为1 cm / yr-1。冲击应力大小的变异性随平均基础应力线性增加,通常通过具有明确定义的均值和方差的帕累托或幂定律分布,最佳地拟合测得的概率密度函数。使用晶粒度数值模型,我观察到了颗粒床冲击力和冲击能量随坡度的非线性增加。相反,粒子冲击通量在小斜率处增加,但随后随着斜率增加超过阈值而线性下降。预测的腐蚀速率随冲击能量和冲击通量的乘积而变化,并随着坡度的非线性函数而增加。量化了千年尺度侵蚀速率的陡峭景观在侵蚀速率和河道坡度之间显示出相似的非线性关系。这表明此处量化的晶粒尺度力学对陡峭地貌形态具有强大的控制力,这种陡峭地貌形态发展了数千年至数百万年。

著录项

  • 作者

    McCoy, Scott W.;

  • 作者单位

    University of Colorado at Boulder.;

  • 授予单位 University of Colorado at Boulder.;
  • 学科 Geology.;Geomorphology.
  • 学位 Ph.D.
  • 年度 2012
  • 页码 251 p.
  • 总页数 251
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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