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Turbulence, Sediment Transport, Erosion, and Sandbar Beach Failure Processes In Grand Canyon.

机译:大峡谷的湍流,泥沙输送,侵蚀和沙洲海滩破坏过程。

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摘要

This research examines lateral separation zones and sand bar slope stability using two methods: a parallelized turbulence resolving model and full-scale laboratory experiments. Lateral flow separation occurs in rivers where banks exhibit strong curvature, for instance canyon rivers, sharp meanders and river confluences. In the Colorado River, downstream Glen Canyon Dam, lateral separation zones are the principal storage of sandbars. Maximum ramp rates have been imposed to Glen Canyon Dam operation to minimize mass loss of sandbars. Assessment of the effect of restricting maximum ramp rates in bar stability is conducted using multiple laboratory experiments. Results reveal that steep sandbar faces would rapidly erode by mass failure and seepage erosion to stable slopes, regardless of dam discharge ramp rates. Thus, continued erosion of sand bars depends primarily of turbulent flow and waves. A parallelized, three-dimensional, turbulence resolving model is developed to study flow structures in two lateral separation zones located along the Colorado River in Grand Canyon. The model employs a Detached Eddy Simulation (DES) technique where variables larger than the grid scale are fully resolved, while Sub-Grid-Scale (SGS) variables are modeled. The DES-3D model is validated using ADCP flow measurements and skill metric scores show predictive capabilities of simulated flow. The model reproduces the patterns and magnitudes of flow velocity in lateral recirculation zones, including size and position of primary and secondary eddy cells and return current. Turbulence structures with a predominately vertical axis of vorticity are observed in the shear layer, becoming three-dimensional without preferred orientation downstream. The DES-3D model is coupled with a sediment advection-diffusion formulation, wherein advection is provided by the DES velocity field minus particles settling velocity, and diffusion is provided by the SGS. Results show a lateral recirculation zone having a continuous export and import of sediment from and to the main channel following a pattern of high frequency pulsations of positive deposition fluxes. These high frequency pulsations play an important role to prevent an oversupply of sediment within the lateral separation zones. Improved predictive capabilities are achieved with this model when compared with previous two- and three-dimensional quasi steady and steady models.
机译:这项研究使用两种方法研究了横向分离区和沙洲边坡的稳定性:并行湍流解析模型和大规模实验室实验。横向流动分离发生在河岸弯曲强烈的河流中,例如峡谷河流,陡峭的河曲和河流汇合处。在科罗拉多河,格伦峡谷大坝的下游,横向隔离带是沙洲的主要储藏地。为了使沙洲的质量损失降至最低,已对Glen Canyon大坝作业施加了最大坡率。使用多个实验室实验评估限制最大坡度对钢筋稳定性的影响。结果表明,无论大坝出水斜率如何,陡峭的沙洲工作面都会因质量破坏和渗透侵蚀而迅速侵蚀到稳定的斜坡。因此,沙洲的持续侵蚀主要取决于湍流和波浪。建立了一个并行的三维湍流解析模型,以研究大峡谷科罗拉多河沿岸的两个侧向分离带中的流动结构。该模型采用了分离式涡流仿真(DES)技术,该技术可以完全解析大于网格比例的变量,而对子网格比例(SGS)变量进行建模。 DES-3D模型使用ADCP流量测量进行了验证,技能指标得分显示了模拟流量的预测能力。该模型再现了横向再循环区域中流速的模式和大小,包括初级和次级涡流池的大小和位置以及返回电流。在剪切层中观察到湍流结构的涡流轴主要为垂直,变为三维,下游没有优选的取向。 DES-3D模型与沉积物平流-扩散公式耦合,其中平流由DES速度场减去颗粒沉降速度提供,而扩散由SGS提供。结果显示了一个横向再循环区,该沉积区遵循正沉积通量的高频脉动模式,有连续不断的沉淀物从主通道进出。这些高频脉动在防止侧向分离区内的泥沙过多方面发挥着重要作用。与先前的二维和三维准稳态和稳态模型相比,此模型可实现更高的预测能力。

著录项

  • 作者单位

    Arizona State University.;

  • 授予单位 Arizona State University.;
  • 学科 Geography.;Hydrologic sciences.;Geomorphology.
  • 学位 Ph.D.
  • 年度 2015
  • 页码 176 p.
  • 总页数 176
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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