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Exponential data fitting applied to infiltration, hydrograph separation, and variogram fitting

机译:指数数据拟合应用于渗透,水文分离和变异函数拟合

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Most lumped rainfall-runoff models separate the interflow and groundwater components from the measured runoff hydrograph in an attempt to model these as hydrologic reservoir units. Similarly, rainfall losses due to infiltration as well as other abstractions are separated from the measured rainfall hyetograph, which are then used as inputs to the various hydro-logic reservoir units. This data pre-processing is necessary in order to use the linear unit hydrograph theory, as well as for maintaining a hydrologic budget between the surface and subsurface flow processes. Since infiltration determines the shape of the runoff hydrograph, it must be estimated as accurately as possible. When measured infiltration data is available, Horton's exponential infiltration model is preferable due to its simplicity. However, estimating the parameters from Horton's model constitutes a nonlinear least squares fitting problem. Hence, an iterative procedure that requires initialization is subject to convergence. In a similar context, the separation of direct runoff, interflow, and baseflow from the total hydrograph is typically done in an ad hoc manner. However, many practitioners use exponential models in a rather "layer peeling" fashion to perform this separation. In essence, this also constitutes an exponential data fitting problem. Likewise, certain variogram functions can be fitted using exponential data fitting techniques. In this paper we show that fitting a Hortonian model to experimental data, as well as performing hydrograph separation, and total hydrograph and variogram fitting can all be formulated as a system identification problem using Hankel-based realization algorithms. The main advantage is that the parameters can be estimated in a noniterative fashion, using robust numerical linear algebra techniques. As such, the system identification algorithms overcome the problem of convergence inherent in iterative techniques. In addition, the algorithms are robust to noise in the data since they optimally separate the signal and noise subspaces from the observed noisy data. The algorithms are tested with real data from field experiments performed in Surinam, as well as with real hydrograph data from a watershed in Louisiana. The system identification techniques presented herein can also be used with any other type of exponential data such as exponential decays from nuclear experiments, tracer studies, and compartmental analysis studies.
机译:大多数集总降雨径流模型都将被测径流水文图的入流和地下水成分分开,以将其建模为水文储层单元。类似地,将由于入渗和其他抽象造成的降雨损失与测得的雨量曲线图分开,然后将其用作各种水文水库单元的输入。为了使用线性单位水位图理论,以及在地表水流和地下水流过程之间保持水文预算,必须对数据进行预处理。由于渗透决定了径流水文图形的形状,因此必须尽可能准确地进行估算。当可以获得测得的渗透数据时,由于其简单性,霍顿的指数渗透模型是可取的。然而,从霍顿模型估计参数构成了非线性最小二乘拟合问题。因此,需要初始化的迭代过程容易收敛。在类似的情况下,直接径流,内流和基流与总水位图的分离通常以临时方式完成。但是,许多从业人员以相当“分层”的方式使用指数模型来执行此分离。从本质上讲,这也构成了指数数据拟合问题。同样,可以使用指数数据拟合技术拟合某些变异函数。在本文中,我们表明,使用基于Hankel的实现算法,可以将Hortonian模型拟合到实验数据以及执行水位图分离,并且总水位图和变异函数拟合都可以表述为系统识别问题。主要优点是可以使用鲁棒的数值线性代数技术以非迭代方式估计参数。这样,系统识别算法克服了迭代技术固有的收敛性问题。另外,该算法对于数据中的噪声也很鲁棒,因为它们可以将信号和噪声子空间与观察到的有噪数据最佳地分开。算法使用了在Surinam进行的野外实验的真实数据以及路易斯安那州一个流域的真实水文数据进行了测试。本文介绍的系统识别技术也可以与任何其他类型的指数数据一起使用,例如来自核实验,示踪研究和区室分析研究的指数衰减。

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