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首页> 外文期刊>Water resources research >Combining fixed- and moving-vessel acoustic Doppler current profiler measurements for improved characterization of the mean flow in a natural river
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Combining fixed- and moving-vessel acoustic Doppler current profiler measurements for improved characterization of the mean flow in a natural river

机译:结合固定和移动血管声学多普勒电流剖面仪测量结果,以改善天然河流中平均流量的特征

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摘要

A methodology is presented to quantify the mean flow field in a natural river with a boat-mounted acoustic Doppler current profiler (ADCP). Moving-vessel (MV) and fixed-vessel (FV) survey procedures are used in a complementary fashion to provide an improved representation of mean three-dimensional velocity profiles along a cross section. Mean velocity profiles determined with FV measurements are rotated to a stream-fitted orthogonal coordinate system. The orientation of the coordinate system is established using MV measurements. The methodology is demonstrated using measurements obtained at two study sites on the lower Roanoke River for the mean annual flow (228 m~3 s~(-1)) and a flow that produces bankfull conditions at the sites (565 m~3 s~(-1)). Results at a meander bend identify well-known flow features, including a main circulation cell, outer-bank circulation, and separation at the inner bank. This methodology also provides a framework for comparing time-averaged velocity profiles from FV measurements with spatially averaged profiles from MV measurements. Results indicate that MV measurements can provide a reasonable estimate of the streamwise velocity at many locations. The MV measurements obtained here, however, were not sufficient to resolve the spanwise velocity component.
机译:提出了一种方法,可通过船载声多普勒电流剖面仪(ADCP)来量化天然河流中的平均流场。移动容器(MV)和固定容器(FV)的测量程序以互补的方式使用,以提供沿横截面的平均三维速度分布的改进表示。用FV测量确定的平均速度曲线将旋转到流拟合的正交坐标系。坐标系的方向是使用MV测量值确定的。通过在罗阿诺克河下游的两个研究点获得的测量结果证明了该方法的有效性,这些测量结果为年均流量(228 m〜3 s〜(-1))和在该地点产生堤岸条件的流量(565 m〜3 s〜)。 (-1))。曲折弯处的结果确定了众所周知的流动特征,包括主循环单元,外岸循环和内岸分离。该方法还提供了一个框架,用于比较FV测量的时间平均速度曲线和MV测量的空间平均曲线。结果表明,MV测量值可以提供许多位置的水流速度的合理估计。但是,此处获得的MV测量值不足以解决跨度速度分量。

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  • 来源
    《Water resources research》 |2013年第9期|5600-5614|共15页
  • 作者单位

    Department of Civil and Environmental Engineering, Washington State University, 405 Spokane St., Sloan 101, Pullman, WA 99164-2910, USA;

    Imbt Environmental Hydraulics Laboratory, Department of Civil and Environmental Engineering, Lehigh University, Bethlehem, Pennsylvania, USA;

    Division of Engineering, Colorado School of Mines, Golden, Colorado, USA;

    Department of Civil and Environmental Engineering, South Dakota School of Mines and Technology, Rapid City, South Dakota, USA;

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