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A TRANSPORT MODEL OF GRADED SANDS IN THE OSCILLATORY SHEET-FLOW REGIME

机译:振动板流动状态分级砂的运输模型

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The 1DV two-layer model of oscillatory sheet flow of Malarkey et al. (2003) which was developed for a single grain size has been modified to include grain fractions. The model includes a suspension layer above a sheet-flow layer consisting of prescribed profiles of concentration and velocity. Since this model keeps track of the total sediment in the water column through the wave cycle it is ideally suited for representing graded sediments. The modified model has been compared with the graded sediment data of Hassan et al. (1999). The results show that the model can reproduce the statistical characteristics of the sediment in suspension and produces fractional transport rates that are consistent with the experiments. However, it also demonstrates that a sediment weighting function limited by the amount of sediment in suspension is not sufficient to give rise to the apparent effects of hiding and exposure seen in the data.
机译:Malarkey等人振荡纸张流量的1DV两层模型。 (2003)被制定为单粒尺寸开发的,以包括谷粒级分。该模型包括在片流层上方的悬架层,包括规定的浓缩和速度的轮廓。由于该模型通过波循环跟踪水柱中的总沉积物,其理想地适合于代表分级沉积物。与Hassan等人的分级沉积物数据进行了比较了修改的模型。 (1999)。结果表明,该模型可以再现悬浮液中沉积物的统计特征,并产生与实验一致的分数运输速率。然而,它还表明,由悬浮液中沉积物量的沉积物加权函数限制是不足以产生数据隐藏和暴露在数据中的明显效果。

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