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首页> 外文期刊>Journal of geophysical research. Earth Surface: JGR >Effect of point bar development on the local force balance governing flow in a simple, meandering gravel bed river
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Effect of point bar development on the local force balance governing flow in a simple, meandering gravel bed river

机译:简单曲折的砾石河床中点坝发展对局部力平衡控制流量的影响

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摘要

The patterns of depth, velocity, and shear stress that direct a river's morphologic evolution are governed by a balance of forces. Analyzing these forces, associated with pressure gradients, boundary friction, channel curvature, and along- and across-stream changes in fluid momentum driven by bed topography, can yield insight regarding the establishment and maintenance of stable channel forms. This study examined how components of the local force balance changed as a meandering channel evolved from a simple, flat-bedded initial condition to a more complex bar-pool morphology. A numerical flow model, constrained by measurements of velocity and water surface elevation, characterized the flow field for four time periods bracketing two floods. For each time increment, runs were performed for discharges up to bankfull, and individual force balance components were computed from model output. Formation and growth of point bars enhanced topographic steering effects, which were of similar magnitude to the pressure gradient and centrifugal forces. Convective accelerations induced by the bar reduced the cross-stream pressure gradient, intensified flow toward the outer bank, and routed sediment around the upstream end of the bar. Adjustments in the flow field thus served to balance streamwise transport along the inner bank onto the bar and cross-stream transport into the pool. Even in the early stages of bar development, topographically driven spatial gradients in velocity played a significant role in the force balance at flows up to bankfull, altering the orientation of the shear stress and sediment transport to drive bar growth.
机译:指导河流形态演变的深度,速度和切应力模式受力平衡控制。分析这些与压力梯度,边界摩擦,通道曲率以及床层地形驱动的流体动量沿流和沿流变化相关的力,可以得出有关建立和维持稳定通道形式的见解。这项研究研究了局部力平衡的组成部分如何随着蜿蜒曲折的通道从简单的平床初始状态演变成更复杂的杆池形态而变化。一个数值模型,受速度和水面高度测量的限制,描述了四个时间段内的流场,该两次流段包围了两次洪水。对于每个时间增量,都进行直到排满的排放运行,并根据模型输出计算各个力平衡分量。点杆的形成和增长增强了地形转向效果,其幅度与压力梯度和离心力相似。钢筋引起的对流加速度降低了横流压力梯度,加剧了流向外堤的流量,并使沉积物绕过了钢筋的上游端。因此,对流场的调节有助于平衡沿内堤流到杆上的水流传输和向池中的横流传输。即使在钢筋发展的早期阶段,地形驱动的速度空间梯度在直至河岸的水流中的力平衡中也起着重要作用,从而改变了切应力和泥沙输送的方向,从而推动了钢筋的生长。

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