首页> 外文OA文献 >Sediment Mobility in Steep Channels and the Transition to Landsliding
【2h】

Sediment Mobility in Steep Channels and the Transition to Landsliding

机译:陡峭河道泥沙流动与滑坡过渡

摘要

The mobility of sediment in steep mountain rivers controls the denudation rate and height of mountain ranges worldwide. Sediment movement within the steepest terrain often occurs as catastrophic shallow landsliding, posing significant hazards to those living downstream. Despite the importance of steep channels, our observations of sediment transport are mostly limited to rivers with slopes of less than 2°. This prevents us from predicting the runoff required to transport sediment throughout most of the drainage network and from knowing the mode of transport that should dominate (dilute river transport vs. landsliding). I performed a series of laboratory experiments in an artificial river with an adjustable slope to test the flow depths required to transport sediment on slopes up to the dry angle of repose. Counterintuitively, sediment becomes harder to move on steeper slopes by dilute river processes. Laboratory observations of flow hydraulics and field observations of cobble stability reveal that this reduced mobility is a hydraulic effect resulting from the shallow flows that are inherent to steep channels. In experiments that were conducted at slopes steeper than half of the dry angle of repose, sediment was more easily transported by shallow landsliding than dilute river processes. Within this landsliding regime, sediment was again observed to be more stable than predicted by traditional theory. Documentation of these experimental failures with high-speed video revealed that failures occur with a characteristic length scale that is shorter than predicted, and that these short failures experience a strong buttressing force at their downstream margin. These results suggest that landslide length scales consistently with width, and also provides new expectations for the saturation level required to initiate failures. Ultimately, these experiments provide us with expectations of the flow depth required to transport sediment throughout the entire drainage network, and also allow us to partition the drainage network into river-dominated and landslide-dominated regimes.
机译:陡峭山区河流中沉积物的流动性控制着世界范围内山区的剥蚀速度和高度。在最陡峭的地形内,泥沙运动经常发生在灾难性的浅层滑坡中,对下游居民构成了重大危害。尽管陡峭的河道很重要,但我们对泥沙运移的观察主要限于坡度小于2°的河流。这使我们无法预测在大部分排水网络中输送沉积物所需的径流,也无法了解应占主导地位的运输方式(稀释河流运输与滑坡)。我在具有可调坡度的人造河中进行了一系列实验室实验,以测试在坡度上达到沉积物干燥角的条件下输送泥沙所需的水深。与直觉相反,由于河流稀释作用,沉积物变得更难在陡峭的斜坡上移动。实验室对流动水力学的观察和对卵石稳定性的现场观察表明,这种降低的流动性是陡峭通道固有的浅流产生的水力效应。在坡度大于休止干旱角一半的坡度上进行的实验中,浅水滑坡比稀河流更容易输送沉积物。在这种滑坡状态下,再次观察到沉积物比传统理论预测的更稳定。用高速视频记录的这些实验性故障显示,故障发生时的特征长度尺度比预期的要短,并且这些短暂的故障在其下游边界处承受强大的支撑力。这些结果表明,滑坡的长度与宽度成比例,并且也为引发破坏所需的饱和度水平提供了新的期望。最终,这些实验使我们对在整个排水网络中输送沉积物所需的水深有了期望,并且还使我们能够将排水网络划分为河流为主和滑坡为主的区域。

著录项

  • 作者

    Prancevic Jeffrey Paul;

  • 作者单位
  • 年度 2016
  • 总页数
  • 原文格式 PDF
  • 正文语种
  • 中图分类

相似文献

  • 外文文献
  • 中文文献
  • 专利

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号