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Sediment Concentration and Its Prediction by Perceptron Kalman Filtering Procedure

机译:沉积物浓度及其感知器卡尔曼滤波程序的预测

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Predictions of the discharge and the associated sediment concentration are very useful ingredients in any water resources reservoir design, planning, maintenance, and operation. Although there are many empirical relationships between the discharge and sediment concentration amounts, they need estimation of model parameters. Generally, parameter estimations are achieved through the regression method (RM), which has several restrictive assumptions. Such models are locally valid and their structures and parameter values are questionable from region to others. This paper proposes a new approach for sediment concentration prediction provided that there are measurements of discharge and sediment concentration. The basis of the methodology is a dynamic transitional model between successive time instances based on two variables, namely, discharge and sediment concentration measurements. The transition matrix elements are estimated from the measurements through a special form of the artificial neural networks as perceptrons. The sediment concentration predictions from discharge measurements are achieved through a perceptron Kalman filtering (PKF) technique. In the meantime, this technique also provides temporal predictions. A certain portion of the measurement sequence is employed for the model parameter estimations through training and the remaining part is used for the model verification. Detailed comparisons between RM and PKF approaches are presented and, finally, it is shown that the latter model works dynamically by simulating the observation scatter diagram in the best possible manner with smaller prediction errors. The application of the methodology is performed for the discharge and sediment concentration measurements obtained from the Mississippi River basin at St. Louis, Missouri. It is found that the PKF methodology has smaller average relative, root-mean-square, and absolute errors than RM. Furthermore, graphical representation, such as the scatter and frequency diagrams, indicated that the PKF approach has superiority over the RM.
机译:流量的预测和相关的沉积物浓度是任何水资源储层设计,规划,维护和操作中非常有用的组成部分。尽管排放量和沉积物浓度之间存在许多经验关系,但它们需要模型参数的估计。通常,参数估计是通过具有几种限制性假设的回归方法(RM)来实现的。这样的模型在本地是有效的,其结构和参数值从区域到其他都值得怀疑。本文提出了一种用于沉积物浓度预测的新方法,前提是可以测量流量和沉积物浓度。该方法的基础是基于两个变量(即流量和沉积物浓度测量)的连续时间实例之间的动态过渡模型。过渡矩阵元素是通过一种特殊形式的人工神经网络(如感知器)从测量中估算出来的。通过感知器卡尔曼滤波(PKF)技术可实现根据流量测量得出的沉积物浓度预测值。同时,该技术还提供了时间预测。测量序列的特定部分通过训练用于模型参数估计,其余部分用于模型验证。提出了RM和PKF方法之间的详细比较,最后表明,后者模型通过以最小的预测误差以最佳可能的方式模拟观察散射图来动态地工作。该方法的应用是从密苏里州圣路易斯的密西西比河流域获得的流量和沉积物浓度测量结果。结果发现,PKF方法的平均相对误差,均方根误差和绝对误差均小于RM。此外,诸如散布图和频率图之类的图形表示表明,PKF方法比RM具有优势。

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