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Predictions of vertical sediment flux in oscillatory flows using a two-phase, sheet-flow model

机译:使用两相薄板流模型预测振荡流中的垂直沉积物通量

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A two-phase sheet flow model is utilized to investigate the wave-induced vertical sediment flux in the benthic boundary layer. The near-bed vertical sediment flux is a critical parameterization for suspended load models. In this paper, we show that the vertical sediment fluxes predicted by the two-phase model agree with the U-tube data for oscillatory flows. Both the measured data and model results indicated that the sediment upward flux (pick-up) increases with Shields parameter (or bottom bed stress) during the flow acceleration phase, but quickly reaches a saturated value with a "plateau" near the peak flow. This feature is also captured by the reference concentration formulation, but not the pick-up function formulation, developed empirically for steady flows. With further consideration of wave-current interaction and wave-induced streaming inside the boundary layer, we conclude that to accurately parameterize the upward sediment flux, the feedback of the sediment phase to the carrier flows must be included. The feedback mechanism is introduced through sediment stresses and drag forces.
机译:利用两相薄板流模型研究底栖边界层中波浪引起的垂直沉积物通量。近床层垂直沉积物通量是悬挂荷载模型的关键参数。在本文中,我们表明,由两相模型预测的垂直沉积物通量与振荡流的U型管数据一致。实测数据和模型结果均表明,在水流加速阶段,沉积物的向上通量(吸水)随Shields参数(或底部床层应力)的增加而增加,但很快达到饱和值,在峰值水流附近出现“平稳”。此功能也可以通过参考浓度公式(而不是根据稳定流量凭经验开发的吸收功能公式)捕获。进一步考虑边界层内部的波流相互作用和波流,我们得出结论,为了准确地设定向上的沉积物通量,必须包括沉积物相对载流的反馈。通过沉积物应力和阻力引入反馈机制。

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