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FLOW RESISTANCE IN MOBILE BED MEANDERING CHANNEL FOR OVERBANK FLOW

机译:堤岸流动通道监测通道中的阻力。

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The velocity measurements were carried out in the meandering channel with mobile bed for overbank flows using Laser Doppler Anemometer (LDA). The structure of velocity distribution along the meandering channel for each overbank flow depth was obtained. The comparison of the velocity structure between the flat bed and mobile bed cases were made. The bed forms were taken using a photogrametry each overbank flow depth. The forms show interesting features along the meandering channel. There is a clear evidence of the effects of secondary flow and interfacial turbulence on the bed forms. The attempt was made to work out friction factor on mobile bed through a simple depth averaged velocity analysis. The friction factor for the flat bed case was obtained by measuring boundary shear stress and velocity. Both friction factors are compared, which shows that a large difference occurs in the shallow overbank flow depth and a little difference occurs in the deep overbank flow case.
机译:速度测量是使用激光多普勒风速计(LDA)在带有活动床的曲折通道中进行的,用于溢流。获得了每个过水流深度沿曲折通道的速度分布结构。比较了平板床和移动床箱的速度结构。床的形式是通过光度法测量的,每个溢流深度。表格沿曲折的通道显示出有趣的特征。有明确的证据表明二次流和界面湍流对床形的影响。试图通过简单的深度平均速度分析来计算移动床上的摩擦系数。通过测量边界剪切应力和速度来获得平板床壳的摩擦系数。比较了这两个摩擦系数,结果表明,浅滩溢流深度差异较大,而深滩溢流情况差异较小。

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