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Bed Topography and Sand Transport Responses to a Step Change in Discharge and Water Depth

机译:床面地形和沙运对流量和水深变化的响应

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摘要

At base-flow conditions, ephemeral streams with mobile beds may inherit bed topography caused by previous higher flow events, resulting in bed topography that is not in equilibrium with flow conditions. Major flow events can generate large bedforms that result in hydrodynamics and sediment transport that are not in equilibrium with subsequent lower flow conditions. To simulate a large storm runoff-driven stream flow followed by lower base-flow conditions, changes in sand bed topography and sand transport caused by a simultaneous reduction in discharge and flow depth in a laboratory flume with an equilibrium sand bed and steady, approximately uniform, flow were investigated. Bed topography was evaluated using second-order structure functions, semivariograms, and statistical analyses. Sediment transport responded rapidly to a near-instantaneous negative step in mean flow depth and discharge. The relative contributions of reduced bedform height and celerity to the decreased transport rate are quantified, and bedform celerity was the primary contributor to reductions in transport rate. To evaluate the effect of initial bed topography on equilibrium topography, a flat bed initial condition was subjected to the same flow as was applied after the negative step. The equilibrium bed topography for the flat bed initial condition was similar to the topography that was formed after the negative step. Semivariogram analysis provided a reliable estimate of mean bedform height without the need for detecting individual bedforms. Total sediment load following a negative step in discharge and flow depth followed an exponential decay model that resulted from the combined exponential decay of bedform celerity and bedform height.
机译:在基流条件下,带有移动床的临时流可能继承先前较高流量事件引起的床形,从而导致床形与流量条件不平衡。重大的流动事件会产生大型的地层,导致流体动力学和沉积物的输送与随后的较低流动条件不平衡。为了模拟较大的暴雨径流驱动的水流,然后降低基流条件,在具有平衡砂床且稳定,近似均匀的实验室水槽中,排放量和流量深度的同时减小会引起砂床地形和砂运输的变化,流量进行了调查。使用二阶结构函数,半变异函数和统计分析评估床的地形。泥沙运移对平均流量深度和流量的近乎瞬时的负阶跃响应迅速。量化了床架高度和速度降低对运输速度降低的相对贡献,而床架速度是降低运输速度的主要因素。为了评估初始床形貌对平衡形貌的影响,对平板床初始条件施加与负压步骤后施加的流量相同的流量。平床初始条件的平衡床形貌与负压步骤后形成的形貌相似。半变异函数分析提供了可靠的平均床形高度估计,而无需检测单个床形。在底泥流速和底泥高度的组合指数衰减的基础上,随着排量和水深的负向变化,总的泥沙负荷遵循指数衰减模型。

著录项

  • 来源
    《Journal of Hydraulic Engineering》 |2016年第10期|04016040.1-04016040.12|共12页
  • 作者单位

    USDA ARS, Natl Sedimentat Lab, 598 McElroy Dr, Oxford, MS 38655 USA;

    USDA ARS, Natl Sedimentat Lab, 598 McElroy Dr, Oxford, MS 38655 USA;

    USDA ARS, Natl Sedimentat Lab, 598 McElroy Dr, Oxford, MS 38655 USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
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