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Modelling of turbulent mixing at the shelf edge

机译:架子边缘的湍流混合建模

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A two-dimensional cross-sectional model of the shelf slope, initially in the form of a single point model on the slope is used to investigate the sensitivity of the bottom boundary layer thickness, and along and across slope flows to the parameterization of vertical mixing and the magnitude of bottom friction. A range of formulations for determining bottom mixing, from simple, in terms of a Richardson-number-dependent mixing, through both one and two equation turbulence energy models are considered. Calculations using both upwelling and downwelling favourable along slope flows together with the cascading of dense water down the shelf slope, show that the solution in the downwelling case is significantly influenced by convective mixing rather than turbulent mixing and consequently is not particularly sensitive to the form of the turbulence energy closure model. In the upwelling case convective mixing does not occur and the solution is more sensitive to the methods used to parameterize vertical mixing. In the case of cascading where there is a significant density gradient above a well mixed bottom boundary layer the solution is particularly sensitive to the parameterization of mixing, and bottom friction. This suggests that measurements of boundary layer thickness, associated flow fields and bed stresses under upwelling or cascading conditions together with turbulence energy dissipation rates would yield a suitable data set for a rigorous validation of turbulence energy models, and hence improved parameterizations of mixing in shelf slope regions. Calculations using the model in cross shelf form show that in a more physically realistic situation, the assumption made in the single-point model that the flow above the bottom boundary layer is not influenced by changes in this layer is only correct on a short time scale (of order a few days). In the cross shelf calculation differences in shelf edge slope influence the thickness of the boundary layer, which varies from point to point. These changes in shelf slope and boundary layer thickness produce a circulation above the bottom boundary layer after a few days which invalidates the concept of this flow being independent of the boundary layer. (C) 2000 Elsevier Science Ltd. All rights reserved. [References: 18]
机译:最初以斜坡上的单点模型的形式,使用架子坡的二维横截面模型来研究底部边界层厚度的敏感性,以及沿着和跨越斜坡流对垂直混合参数化的敏感性以及底部摩擦的大小。考虑了一系列确定底部混合的公式,从简单的方法(取决于Richardson数依赖的混合方法)到一个和两个方程式湍流能量模型。使用沿坡向流动的上升流和下降流以及沿架子斜坡向下的浓水的级联进行的计算表明,下降流情况下的解决方案受对流混合而不是湍流混合的显着影响,因此对流体的形式并不特别敏感。湍流能量闭合模型。在上升流情况下,不会发生对流混合,并且溶液对用于参数化垂直混合的方法更敏感。在级联的情况下,在充分混合的底部边界层上方存在明显的密度梯度时,解决方案对混合参数化和底部摩擦特别敏感。这表明在上升或级联条件下边界层厚度,相关流场和床层应力的测量以及湍流能量耗散率将产生合适的数据集,用于严格验证湍流能量模型,从而改善架子斜坡中混合的参数化地区。使用跨架形式的模型进行的计算表明,在更实际的情况下,在单点模型中做出的假设是,底部边界层上方的流动不受该层变化的影响仅在短时间内是正确的(订购几天)。在跨架计算中,架边缘斜率的差异会影响边界层的厚度,该厚度随点的不同而变化。几天之后,架子坡度和边界层厚度的这些变化在底部边界层上方产生了循环,这使这种流动的概念独立于边界层无效。 (C)2000 Elsevier ScienceLtd。保留所有权利。 [参考:18]

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