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Delta progradation driven by an advancing sediment source: Coupled theory and experiment describing the evolution of elongated deltas

机译:先进的泥沙源驱动三角洲的演化:理论和实验相结合,描述了细长三角洲的演化

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摘要

Most of the models of alluvial fan and delta morphodynamics to date have used one of two assumptions concerning the upstream boundary condition: (1) a fixed sediment feed point at the vertex or (2) a feed point corresponding to a bedrock-alluvial transition that, e.g., migrates upstream under conditions of constant base level. Here, however, we present both experimental and numerical results pertaining to a new configuration, i.e., one in which the sediment feed point migrates downstream. The research is motivated by the operation of the tailings pond of a mine in which a delta forms. The mine operators must frequently move the outfalls of their slurry pipelines downstream to avoid their burial under sediment as the delta aggrades. This downstream migration results in a characteristic delta configuration. Under the right conditions, as the tailings delta progrades downstream, it does not have time to fill all the available space in the lateral direction, thus leaving unfilled open water on either side. The result is the formation of an elongated delta. Here we use both experiments and numerical modeling to characterize the control of the feed point migration rate on the lateral extent of the prograding deltas. We use these results to obtain a partial explanation of natural elongated deltas. In the case of such deltas, the downstream progradation of natural levees provides an analog to the downstream migration of the outfall of a slurry pipeline.
机译:迄今为止,大多数冲积扇和三角洲地貌动力学模型都使用了两个有关上游边界条件的假设之一:(1)顶点处有固定的沉积物进料点,或者(2)与基岩-冲积转变相对应的进料点,例如,在恒定基础水平的条件下向上游迁移。但是,在这里,我们给出了与一种新构型有关的实验和数值结果,即一种沉积物进料点向下游迁移的构型。该研究的动机是在形成三角洲的矿山尾矿池中进行作业。矿山经营者必须经常将其泥浆管道的排污口向下游移动,以免在三角洲逐渐恶化时将其埋葬在沉积物下。这种下游迁移导致了特征性的增量配置。在合适的条件下,由于尾矿河三角洲向下游推进,因此没有时间在横向上填满所有可用空间,从而在两边都留下未填满的开阔水域。结果是形成细长的δ。在这里,我们使用实验和数值模型来表征在增量三角洲横向范围内对进料点迁移速率的控制。我们使用这些结果来获得对自然伸长三角洲的部分解释。在这种三角洲的情况下,天然堤坝的下游扩展提供了类似于泥浆管道排污口向下游迁移的功能。

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  • 来源
    《Water resources research》 |2009年第6期|W06428.1-W06428.16|共16页
  • 作者单位

    Department of Geological Sciences, Jackson School of Geosciences, University of Texas at Austin, Austin, TX 78712, USA Department of Environmental and Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA;

    Department of Environmental and Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA Department of Water Resources and Environmental Engineering, Tamkang University, Taipei 10650, Taiwan;

    Graduate School of Science and Technology, Nagasaki University, Nagasaki 852-8521, Japan;

    Department of Environmental and Civil Engineering, University of Illinois at Urbana-Champaign, Urbana, IL 61801, USA;

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