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Calibrating discharge, bed friction, and datum bias in hydraulic models using water level and surface current observations

机译:使用水位和表面电流观测值在水力模型中校准排放,床层摩擦和基准偏差

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摘要

We show that observations of water surface elevation, surface velocity, and bathymetry can be used to calibrate multiple reach-scale parameters such as the discharge, the overall bed friction, and a water surface datum bias in a hydraulic model (FaSTMECH) for the depth-averaged flow in the braided reach of the Kootenai River near Bonners Ferry, ID. Remotely sensed surface velocity data acquired during a 2010 field experiment are converted to depth-averaged velocity using a uniform ratio of 0.79 computed from concurrent in situ observation of vertical profiles of velocity. The in situ measured discharge of the Kootenai River was approximately 220 m~3/s. For given discharge forcing and downstream boundary condition provided by the measured water surface elevation, the FaSTMECH model was used to predict the horizontal variation of the depth-averaged velocity and the water surface elevation over the braided reach. The calibration considered here consists of varying the discharge, the bed friction coefficient and the water surface datum offset to find the combination that minimizes error metrics based on the streamwise profiles of the measured water level and maximum depth-averaged velocity. Composite error metrics that combine water level and velocity measurements are found to be more sensitive with respect to variation of the datum bias and the bed friction. We find that a composite error based on the total head is minimized for a discharge of 220 m~3/s, friction coefficient of 0.005, and a datum offset of 40 cm.
机译:我们显示,在水力学模型(FaSTMECH)的深度中,水表面高程,表面速度和测深法的观测值可用于校准多个达到范围的参数,例如流量,总床摩擦力和水表面基准偏差。爱达荷州Bonners Ferry附近的Kootenai河辫状河段平均流量。在2010年野外实验中获取的遥感表面速度数据将使用从同时进行的垂直速度剖面原位观测得到的0.79均匀比率转换为深度平均速度。库特奈河原位实测流量约为220 m〜3 / s。对于给定的排水强迫和由测得的水面高度提供的下游边界条件,使用FaSTMECH模型来预测深度​​平均速度和编织范围内水面高度的水平变化。这里考虑的校准包括改变排放量,床层摩擦系数和水面基准偏移量,以找到基于测量水位和最大深度平均速度的流向分布使误差度量最小化的组合。发现结合水位和速度测量值的复合误差量度对于基准偏差和床层摩擦的变化更为敏感。我们发现,对于220 m〜3 / s的流量,0.005的摩擦系数和40 cm的基准偏移,基于总扬程的复合误差最小。

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  • 来源
    《Water resources research》 |2013年第12期|8026-8038|共13页
  • 作者单位

    Marine Geosciences Division, Naval Research Laboratory, 1005 Balch Blvd., Code 7434, Stennis Space Center, MS 39529, USA;

    Marine Geosciences Division, Naval Research Laboratory, Stennis Space Center, Mississippi, USA;

    Marine Geosciences Division, Naval Research Laboratory, Stennis Space Center, Mississippi, USA;

    Arete Associates, Arlington, Virginia, USA;

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