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DRAG FORCES ON LARGE CYLINDERS

机译:大缸的牵引力

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Introducing large woody debris into streams is a common practice in restoration projects. Beyond the complexity of flow patterns and sediment movements in streams where woody debris are found or placed, it seems that our understanding of the basic hydraulics of large roughness elements in small channels remains limited. Underestimating the drag force affecting large roughness elements can compromise the success of stream restoration projects. Results from a simple experimental setting confirm that drag force estimates based on approaches developed for small cylinders are not valid when applied to large cylinders. Indeed, the classic drag force equation that uses an empirical drag coefficient is found to significantly underestimate measured drag forces, even when corrected for the 'blockage ratio'. In contrast, application of specific momentum can yield good estimates of the drag force. A dimensionless depth is defined in a 1D context as a function of the flow depth, critical flow depth and cylinder diameter. A cylinder is considered to be 'large' when this dimensionless depth is smaller than 2. In this instance, a relationship is established to estimate the upstream flow depth and the drag force acting on the cylinder. This research bridges the small roughness element theory widely recognized in hydraulic engineering with the theory applicable to large, flow controlling structures such as weirs. From a practical perspective, this research can be used to assist in the design of engineered Iarge woody debris structures.
机译:将大型木屑引入溪流是修复项目的常见做法。除了发现或放置木屑的流中的流型和泥沙运动的复杂性外,似乎我们对小通道中大粗糙度元素的基本水力学的理解仍然有限。低估影响大粗糙度元件的阻力会损害河流修复项目的成功。来自简单实验设置的结果证实,基于为小气缸开发的方法的阻力估算在应用于大气缸时无效。确实,即使使用“阻力比”进行校正,也发现使用经验阻力系数的经典阻力方程式明显低估了测得的阻力。相反,施加特定动量可以得出阻力的良好估计。一维上下文中将无量纲深度定义为流深,临界流深和圆柱直径的函数。当该无量纲的深度小于2时,则认为圆柱是“大”的。在这种情况下,建立了一种关系以估算上游流动深度和作用在圆柱上的阻力。这项研究将水工中广泛认可的小粗糙度元素理论与适用于大型流量控制结构(如堰)的理论联系起来。从实践的角度来看,这项研究可用于协助设计大型的木质杂物结构。

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