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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Controls on knickpoint migration in a drainage network of the moderately uplifted Ardennes Plateau, Western Europe
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Controls on knickpoint migration in a drainage network of the moderately uplifted Ardennes Plateau, Western Europe

机译:西欧阿登高原中度隆起的排水网络中拐点迁移的控制

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摘要

Much research has been devoted to the development of numerical models of river incision. In settings where bedrock channel erosion prevails, numerous studies have used field data to calibrate the widely acknowledged stream power model of incision and to discuss the impact of variables that do not appear explicitly in the model's simplest form. However, most studies have been conducted in areas of active tectonics, displaying a clear geomorphic response to the tectonic signal. Here, we analyze the traces left in the drainage network 0.7 My after the Ardennes region (western Europe) underwent a moderate 100-150 m uplift. We identify a set of knickpoints that have traveled far upstream in the Ourthe catchment, following this tectonic perturbation. Using a misfit function based on time residuals, our best fit of the stream power model parameters yields m=0.75 and K=4.63x10(-8) m(-0.5)y(-1). Linear regression of the model time residuals against quantitative expressions of bedrock resistance to erosion shows that this variable does not correlate significantly with the residuals. By contrast, proxies for position in the drainage system prove to be able to explain 76% of the residual variance. High time residuals correlate with knickpoint position in small tributaries located in the downstream part of the Ourthe catchment, where some threshold was reached very early in the catchment's incision history. Removing the knickpoints stopped at such thresholds from the data set, we calculate an improved m=0.68 and derive a scaling exponent of channel width against drainage area of 0.32, consistent with the average value compiled by Lague for steady state incising bedrock rivers. Copyright (c) 2014 John Wiley & Sons, Ltd.
机译:大量的研究致力于河流切口的数值模型的发展。在基岩河道侵蚀普遍存在的环境中,许多研究已经使用现场数据校准了公认的切口水流功率模型,并讨论了在模型的最简单形式中未明确出现的变量的影响。但是,大多数研究都是在活动构造学领域进行的,显示出对构造信号的清晰地貌响应。在这里,我们分析了Ardennes地区(西欧)经历了100-150 m的中等隆起之后,排水网0.7 My中剩余的痕迹。在这种构造扰动之后,我们确定了一组在乌特河流域上游行进的拐点。使用基于时间残差的失配函数,我们对流功率模型参数的最佳拟合得出m = 0.75和K = 4.63x10(-8)m(-0.5)y(-1)。模型时间残差对基岩抗侵蚀定量表达的线性回归表明,该变量与残差没有显着相关性。相比之下,排水系统中的位置代理证明能够解释76%的剩余方差。高时间残差与位于Ourthe集水区下游部分的小支流中的拐点位置相关,该位置在集水区的切口历史中很早就达到了某个阈值。从数据集中删除在这样的阈值处停止的拐点,我们计算出一个改进的m = 0.68,得出流域宽度对流域面积的比例指数为0.32,这与Lague汇编的稳态切割基岩河流的平均值一致。版权所有(c)2014 John Wiley&Sons,Ltd.

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