基于人工神经网络的桥墩收缩流预测

S. Atabay, Jamal A. Abdalla, G. Seckin, M. Mortula
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引用次数: 1

摘要

河道中的桥梁收缩通常会引起涌水,导致回水水位远远超过正常水平,并可能导致洪水期间河道周围洪泛区的溢流。基于主河道摩擦系数(nmc)、河漫滩摩擦系数(nfp)、桥面宽度(b)、流量(Q)等参数,采用人工神经网络对流量进行预测,并采用多层感知器(MLP)人工神经网络对流量进行预测。训练和测试数据是实验调查的结果。结果表明,人工神经网络模型预测的入流值与实验实测值比较准确,归一化均方误差(NMSE)为0.002,相关系数为0.999。所建立的人工神经网络模型可以安全地用于参数化研究nmc、nfp、b和Q参数对带有桥墩的桥缩流的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prediction of afflux of bridge constriction with piers using Artificial Neural Network
Bridge constriction in channels usually causes afflux which results in increase in backwater level well above the normal level and may possibly result in overflow on the flood plain surrounding the channel during flooding period. This paper uses Artificial Neural Network to predict the afflux based on the parameters including coefficient of frictions of main channel (nmc) and of floodplain (nfp), bridge width (b) and flow discharge (Q). A Multi-Layer Perceptron (MLP) ANN is used to predict the afflux using these parameters. The training and testing data are the result of experimental investigation. It is observed that the afflux values predicted by the ANN model are very accurate compared to the experimentally measured values with a Normalized Mean Square Error (NMSE) of 0.002 and a Correlation Coefficient of 0.999. The developed ANN model can be used safely to conduct a parametric study to investigate the influence of the parameters nmc, nfp, b and Q on the afflux of a bridge constriction with piers.
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