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An Experimental Investigation Of Drag And The Turbulent Flow Structure In Simulated And Real Aquatic Vegetation.

机译:模拟和真实水生植被中阻力和湍流结构的实验研究。

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摘要

The presence of aquatic vegetation in streams generates coherent structures at several length scales, that depend on the properties of both the vegetation and the flow. Stem- and leaf-scale wakes are generated as water moves within the canopy and the drag discontinuity at the top of the plants creates a free shear layerlike flow with coherent vortices that penetrate within the vegetation. Models to estimate velocity, turbulence, mixing rates, dispersion, and residence time within these complex, vegetated flows, require knowledge of the force exerted by the plants, often represented in terms of a drag coefficient, Cd , and yet its value is often left as a calibration parameter, to match numerical models against laboratory and field data. We present a laboratory, non-intrusive, drag measuring device. The drag plate is tested on two well documented cases: uniform flow over a flat plate, and flow around a rigid cylinder. The successful performance of the device proves it suitable for direct measurements of drag on more complex, single or multiple, rigid or flexible elements, which makes it an ideal device for studies on vegetated flow, natural rough-bed boundary layers, and coastal structures. We use the drag plate, coupled with quantitative imaging techniques, to capture the velocity field and obstructed frontal areas associated with it, and we generate an extensive data set for flow through submerged and emergent arrays of rigid cylinders, as well as submersed and emergent canopies of live, flexible stems of Eurasian watermilfoil (Myriophyllum spicatum ). Direct measurements of drag in flow through aquatic vegetation are still rare, since most research groups often estimate its value using a simplified momentum equation, which does not necessarily hold for all scenarios. Our direct approach allows us to compare those estimates against actual measurements, and to identify sources of errors in the estimated values. We use the measured values of drag in rigid cylinders, to obtain fitting parameters to predict Cd in canopies of live, flexible stems as a function of solid volume fraction, [phi], and a diameter based Reynolds number, Red = Ud/[nu] . For live stems, an effective diameter is proposed as the characteristic length scale, calculated from values of the volumetric frontal area, a (obstructed frontal area per unit volume, [L[-]1 ]), and the canopy density n (number of stems per unit horizontal area [L[-]2 ]), as de = a/n. The predicted values of Cd , and the newly introduced length scale, de , successfully perform at estimating the total drag, and balancing both momentum and turbulent kinetic energy budgets.
机译:溪流中水生植被的存在会在几个长度尺度上产生连贯的结构,这取决于植被和水流的性质。当水在冠层中移动时,会产生茎和叶尺度的尾流,而植物顶部的阻力不连续会产生自由剪切层状的流动,并带有贯穿植物的连贯涡流。估算这些复杂的植被流中的速度,湍流,混合速率,分散度和停留时间的模型需要了解植物施加的力,通常用阻力系数Cd表示,但其值通常不为人所知作为校准参数,以使数值模型与实验室和现场数据相匹配。我们提出了一种实验室的非侵入式阻力测量装置。拖板在两个有据可查的案例中进行了测试:在平板上均匀流动,并在刚性圆柱体周围流动。该设备的成功性能证明它适用于直接测量更复杂,单个或多个,刚性或柔性元件上的阻力,这使其成为研究植被流,天然粗糙床边界层和海岸结构的理想设备。我们使用拖板,结合定量成像技术,捕获速度场和与之相关的阻塞的额叶区域,并生成大量数据,用于流经刚性圆柱体的浸没和涌出阵列以及浸没和涌出的顶篷的流量欧亚水草(Myriophyllum spicatum)的活的,有弹性的茎。直接测量通过水生植被的水流的阻力仍然很少,因为大多数研究小组经常使用简化的动量方程来估算其值,该方程不一定适用于所有情况。我们的直接方法使我们能够将这些估计值与实际测量值进行比较,并确定估计值中的误差来源。我们使用在刚性圆柱体中的阻力的测量值,以获得拟合参数,以预测活的,有弹性的茎冠中的Cd,其为固体体积分数φ和基于直径的雷诺数的函数,Red = Ud /μ。 ]。对于活茎,建议使用有效直径作为特征长度尺度,该尺度由体积额叶面积,a(每单位体积的阻塞额叶面积,[L [-] 1])和冠层密度n(单位水平面积[L [-] 2]的茎数,如de = a / n。 Cd的预测值以及新引入的长度尺度de可以成功地估算总阻力,并平衡动量和湍动能预算。

著录项

  • 作者

    Tinoco Lopez Rafael Omar;

  • 作者单位
  • 年度 2011
  • 总页数
  • 原文格式 PDF
  • 正文语种 en_US
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