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Remote determination of the velocity index and mean streamwise velocity profiles

机译:远程确定速度指数和平均水流速度分布

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摘要

When determining volumetric discharge from surface measurements of currents in a river or open channel, the velocity index is typically used to convert surface velocities to depth-averaged velocities. The velocity index is given by, k = U-b/U-surf, where U-b is the depth-averaged velocity and U-surf is the local surface velocity. The USGS (United States Geological Survey) standard value for this coefficient, k = 0.85, was determined from a series of laboratory experiments and has been widely used in the field and in laboratory measurements of volumetric discharge despite evidence that the velocity index is site-specific. Numerous studies have documented that the velocity index varies with Reynolds number, flow depth, and relative bed roughness and with the presence of secondary flows. A remote method of determining depth-averaged velocity and hence the velocity index is developed here. The technique leverages the findings of Johnson and Cowen (2017) and permits remote determination of the velocity power-law exponent thereby, enabling remote prediction of the vertical structure of the mean streamwise velocity, the depth-averaged velocity, and the velocity index.
机译:当根据河流或明渠中水流的表面测量结果确定体积流量时,通常使用速度指数将表面速度转换为深度平均速度。速度指数由k = U-b / U-surf给出,其中U-b是深度平均速度,U-surf是局部表面速度。此系数的USGS(美国地质调查局)标准值为k = 0.85,是通过一系列实验室实验确定的,尽管有证据表明速度指数是具体。大量研究表明,速度指数随雷诺数,流深和相对床面粗糙度以及二次流的存在而变化。在此开发了一种确定深度平均速度并因此确定速度指数的远程方法。该技术利用了Johnson和Cowen(2017)的发现,并允许远程确定速度幂律指数,从而可以远程预测平均水流速度,深度平均速度和速度指数的垂直结构。

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