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Covariant Analysis of Fluvial Equilibrium Establishment Following Disturbance

机译:扰动后河流平衡建立的协变量分析

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摘要

Using dams as natural experiments that present a discrete disturbance in sediment flux, I quantify the state of fluvial equilibrium below six run-of-river dams and one impoundment dam ranging in age from 59 to 94 years old. Previous studies of run-of-river dams show inconsistent results concerning changes in downstream channel morphology. Here, I augment these investigations by analyzing the response of covariant channel parameters to regulation following dam emplacement. Equilibrium channel form is defined as one where, absent of tributary inputs, sediment flux is constant in the downstream direction and hence the channel is neither aggrading nor degrading. Equilibrium form for bedload-dominated channels is evaluated using the bankfull channel Shields parameter. Upstream and downstream bankfull Shields values were calculated at 8 to 14 cross-sections extending 200--450 m upstream and downstream of each dam. While statistically significant differences in channel slope (p = 0.015) and width (p = 0.038) were found at two run-of-river dam sites, no statistical difference was found between any upstream and downstream bankfull Shields values, suggesting that all run-of-river sites evaluated here are in a state of equilibrium. Evaluation of the impoundment dam found the downstream reach in equilibrium, with no statistical difference between the upstream and downstream bankfull Shields value; however, three downstream site parameters were statistically different from upstream: bankfull channel slope (p = 0.022), width (p = 0.016), and flow depth (p = 0.008). This difference emphasizes the importance of considering covariant changes in channel parameters in response to disturbance. Despite elevated sediment trapping behind the impoundment dam, the downstream reach has established an equilibrium form in the 59 years since dam emplacement. While this unique method for quantifying equilibrium channel form can be applied to a wide range of geomorphic disturbances, the dominant mode of transport must be unchanging along a reach or accounted for by comparing only transects under similar transport regimes. As the dominant transport mechanism shifts, so too do the parameters used to identify equilibrium, including the bankfull and critical Shields values. Here, a shift in transport regime from bedload to mixed-load dominated transects resulted in elevated Shields values.
机译:我使用水坝作为对沉积物通量进行离散扰动的自然实验,我对年龄在59到94岁之间的6个河道水坝和1个蓄水坝下面的河流平衡状态进行了量化。先前对过河大坝的研究表明,有关下游河道形态变化的结果不一致。在这里,我通过分析协变通道参数对筑坝后调节的响应来扩充这些研究。平衡通道的形式定义为:在没有支流输入的情况下,沉积物通量在下游方向是恒定的,因此通道既不凝集也不降解。使用bankfull通道的Shields参数评估床载主导通道的平衡形式。在每个大坝上游和下游200--450 m延伸的8至14个横截面上计算了上游和下游河岸的Shields值。虽然在两个河流上游大坝站点发现了河道斜率(p = 0.015)和宽度(p = 0.038)的统计显着差异,但在任何上游和下游bankfull Shields值之间都没有发现统计差异,表明所有此处评估的河流站点处于平衡状态。对蓄水坝的评估发现下游河段处于平衡状态,上游和下游河岸的“全盾”值之间无统计学差异;但是,三个下游站点参数在统计上与上游不同:河岸河道坡度(p = 0.022),宽度(p = 0.016)和水流深度(p = 0.008)。这种差异强调了考虑信道参数响应干扰的协变变化的重要性。尽管蓄水坝后有较高的泥沙淤积,但自坝坝筑坝以来的59年中,下游河段已形成平衡形式。尽管这种独特的量化平衡通道形式的方法可以应用于各种地貌扰动,但主要的运输方式必须沿河段保持不变,或者只能通过比较类似运输方式下的样条来解决。随着主要运输机制的变化,用于识别平衡的参数也随之变化,包括堤岸值和临界Shields值。在这里,运输方式从床载到混合荷载为主的样条线的转换导致Shields值升高。

著录项

  • 作者

    Marti, Mackenzie.;

  • 作者单位

    Dartmouth College.;

  • 授予单位 Dartmouth College.;
  • 学科 Geomorphology.
  • 学位 M.S.
  • 年度 2018
  • 页码 42 p.
  • 总页数 42
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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