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Deposit Structure and Processes of Sand Deposition from Decelerating Sediment Suspensions

机译:减速泥沙悬浮物的沉积结构和沉积过程

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摘要

Turbidity currents are notoriously difficult to monitor directly, therefore interpretation of their deposits forms the basis for much of our understanding of these flows. The deceleration rate of a flow is a potentially important yet poorly understood control on depositional processes. A series of experiments were conducted in an annular flume, in which fast (up to 3.5 m/s) and highly turbulent flows of sand (up to 250 µm) and water were decelerated at different rates and processes of deposition and deposit character analyzed. Previously poorly documented depositional processes were observed in the experiments. This is because the flows were initially unusually fast and of prolonged duration, with sustained periods of sediment fallout as the flow slowed down. The conditions in these flows are thus likely to be closer to those at the base of a waning turbidity current than is achieved in other relatively slow experimental flows. The collapse of high-concentration, moving, thin (< 5 mm) near-bed layers (laminar sheared layers) were an important mechanism by which the bed aggraded beneath these unsteady flows. At bed aggradation rates in excess of 0.44 mm/s the sequential collapse of laminar sheared layers produced a structureless, poorly graded and poorly sorted deposit (Bouma Ta). When bed aggradation rates fell below 0.44 mm/s the collapsing laminar sheared layers were reworked by turbulence to form planar laminae (Bouma Tb). These laminae are formed in a very different manner than the planar laminae attributed to bedwaves in previous open-channel flow experiments. Collapse of laminar sheared layers is therefore an alternative process for generating the Bouma Tb division. Inverse grading developed at the base of the deposits of slowly decelerated flows. This inverse grading was probably a result of grain sorting in a high-concentration layer that persisted at the base of the flow for many minutes prior to the onset of deposition.
机译:众所周知,混浊流很难直接监测,因此对它们的沉积物的解释构成了 我们对这些流的大部分理解的基础。流体的减速度 是潜在重要的,但人们对沉积过程的控制 了解得很少。 在环形水槽中进行了一系列实验,其中快速(高达3.5 m / s)和高度 湍流的沙子(高达250 µm)和水分别以不同的沉积速率和沉积速度 减速,并分析了 的沉积特性。在实验中观察到以前记录不充分的沉积 过程。这是因为 最初流量异常快且持续时间长, 随着流量减缓而持续沉积物沉降 。因此,与其他相对较慢的实验流程相比,这些流程中的条件很可能更接近浊度逐渐减小的基础上的条件。 高浓度,移动的薄层(<5 mm)近床层 (层状剪切层)的坍塌是 床在这些不稳定的流动下逐渐凝结。床层凝结速度 超过0.44 mm / s时,层状 剪切层的连续塌陷产生了无结构,分级差和 分类的沉积物( Bouma T a )。当床的凝结速率降至 0.44 mm / s以下时,通过湍流对塌陷的层状剪切层进行重新加工以形成平面层(Bouma T b )。这些薄层 的形成方式与以前的明渠流实验中归因于基波的平面薄层 完全不同。 层状剪切层的塌陷因此是用于生成Bouma T b 除法的替代 过程。逆分级 在缓慢减速的 流的沉积物底部形成。这种逆向渐变可能是由于在沉积开始之前在 的基础上持续了数分钟的高浓度层中的颗粒分选 的结果。 >

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    《Journal of Sedimentary Research》 |2008年第8期|529-547|共19页
  • 作者单位

    Department of Earth Sciences, University of Bristol, Queen’s Road, Bristol BS8 1RJ, U.K. esther.sumner@bris.ac.uk;

    Department of Earth Sciences, University of Bristol, Queen’s Road, Bristol BS8 1RJ, U.K. present address: Institute of Petroleum Engineering, Heriot-Watt University, Riccarton Campus, Edinburgh, EH14 4AS, U.K.;

    Department of Earth Sciences, University of Bristol, Queen’s Road, Bristol BS8 1RJ, U.K.;

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