海上浮力膨胀的扩散:数值模拟与室内实验

E. Soosaar, R. Hetland, A. Horner‐Devine, Margaret E. Avener, U. Raudsepp
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引用次数: 2

摘要

利用区域海洋模拟系统(ROMS)研究了三维水动力模型在0 [1 cm]实验室尺度上重现进入沿海海域的浮力水的能力。ROMS通常用于地球物理尺度模拟。流入的水形成一个不断增长的反气旋浮力凸起和海岸流。可用的实验室数据来自旋转圆盆实验。数值区域是一个有三个开放边界的矩形盆地和一条淡水直入通道。对11对实验室数值模拟运行进行了分析。另外进行了三次模拟来研究环境盐度的影响。旋转速率、环境盐度和入流速率(包括作为潮汐代表的振荡入流)是变化的。本文的研究集中在凸起的近海锋面的比较上。在所有的实验中都观察到一个隆起和沿海流的发展。确定了凸起扩展的两个阶段。最初的快速扩张阶段持续0.3-0.7个旋转周期,随后缓慢扩张,直到模拟结束。从第一阶段到第二阶段的转变与海岸流的形成一致。凸起前缘扩展与流入开尔文数吻合较好。当K>1/K<;1时,模型低估/高估了近海凸起段。排水量在进入主流域之前,在入海口发生了物理过程的改变。口宽/口窄与变形半径的比较,导致出流剖面不均匀。然而,这些差异并没有显著改变第二阶段的传播。利用不同的无量纲参数对凸起前缘扩展进行了标度,在实验室模拟的第一阶段,利用内部半径和凸起罗斯比半径对数值凸起扩展进行了最佳标度。在第二阶段,两者都与凸起的罗斯比半径成比例。数值鼓包以0.10cm s-1的稳定速率膨胀,实验室鼓包以0.11cm s-1的稳定速率膨胀。
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Offshore spreading of buoyant bulge from numerical simulations and laboratory experiments
The ability of a three-dimensional hydrodynamic model to reproduce buoyant water entering a coastal sea at laboratory scales of O[1 cm] is studied using Regional Ocean Modeling System (ROMS). ROMS is typically used for geophysical scale simulations. Inflowing water forms a growing anti-cyclonic buoyant bulge and coastal current. Available laboratory data is from a rotating circular basin experiment. The numerical domain is a rectangular basin with three open boundaries and a straight inflow channel for freshwater discharge. Altogether 11 pairs of laboratory-numerical simulation runs are analyzed. Three additional simulations are made to study the influence of ambient salinity. Rotation rate, ambient salinity and inflow rate-including oscillatory inflow as a proxy for tides, is varied. The present study concentrates on comparison of the bulge offshore front. Development of a bulge and downcoast coastal current was observed in all experiments. Two phases of bulge spreading are identified. An initial rapid spreading phase lasts 0.3-0.7 rotation periods and a following slow expansion that lasts until the end of the simulation. The shift from first phase to second coincides with the formation of the coastal current. Bulge front spreading agrees well with inflow Kelvin number ⌈. When K>1/K<;1, the model underestimates/overestimates the bulge offshore reach. Physical processes of discharged water are altered in the inflow estuary before the water enters the main basin. With estuary wide/narrow in comparison to the deformation radius resulting with non-uniform outflow profile. These differences however do not notably alter the spreading during the second phase. Bulge front spreading is scaled with various non-dimensional parameters and best scaling is achieved during the first phase for laboratory simulation with internal radius and numerical bulge spreading with the bulge Rossby radius. During the second phase both scale with with the bulge Rossby radius. The numerical bulge expands at a steady rate of 0.10cm s-1 and laboratory bulge at 0.11cm s-1.
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