首页> 外文期刊>Journal of Geophysical Research, C. Oceans: JGR >Oil Droplets Transport Under a Deep-Water Plunging Breaker: Impact of Droplet Inertia
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Oil Droplets Transport Under a Deep-Water Plunging Breaker: Impact of Droplet Inertia

机译:深水急剧断路器下的油滴输送:液滴惯性的影响

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Oil droplets transport in a deep-water plunging breaker of height 0.18m was simulated by coupling computational fluid dynamics with Lagrangian particle tracking. The Reynolds-averaged Navier-Stokes equations were solved in a two-dimensional vertical slice within the computational fluid dynamics code Fluent to reproduce the movement of breaking waves in the absence of wind stress and large-scale turbulence. The generated plunging breaker generated two additional (residual) breakers, consistent with experimental observations from the literature. The hydrodynamics of the breaker was subsequently used as input to the Lagrangian particle tracking code, NEMO3D, where the equation of motion was solved for each droplet by incorporating the major local forces including those due to the mass of the droplet. The droplet sizes were selected to vary from 100 to 600m. It was found that the droplet plume split into three clouds, one below and upstream of the first breaker, one below the second breaker, and one downstream of the third breaker. The largest penetration depth was within the second cloud. The largest entrainment (fraction of surface mass in the water column) occurred for the 100-m droplets, while the smallest entrainment occurred for the 600m. However, the 300m exhibited smaller entrainment than smaller droplets, which is due to the vortical nature of the breaker, which advected the 300m horizontally and then upward. This has implications on the biodegradation and dissolution of droplets of various sizes, and on the application of countermeasures such as dispersant.
机译:通过利用拉格朗日粒子跟踪耦合计算流体动力学,模拟了高度0.18米的深水泄漏断路器中的油滴输送。在计算流体动力学代码中,雷诺平均南部的Navier-Stokes方程在计算流体动力学代码内求解,以便在没有风力应力和大规模湍流的情况下再现破坏波的运动。产生的泄漏断路器产生了两种附加(残留)断路器,与文献中的实验观察一致。随后用作拉格朗日粒子跟踪码的输入,NemO3d的输入,其中通过结合包括由于液滴质量的主要局部力来解决每个液滴的运动方程。选择液滴尺寸从100〜600米之间变化。发现液滴羽流分成三个云,一个下方和第一断路器上游,一个在第二断路器下方,以及第三断路器的下游。最大的渗透深度在第二云中。 100米液滴发生最大的夹带(水柱中表面质量的分数),而600M的夹带发生最小的夹带。然而,300米表现出比较小液滴更小的夹带,这是由于断路器的涡流性质,这是水平地和向上的300米。这对各种尺寸的液滴的生物降解和溶解以及诸如分散剂等对策的应用有影响。

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