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Artificial neural network approaches for prediction of backwater through arched bridge constrictions

机译:人工神经网络方法通过拱桥缩水预测回水

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摘要

This paper presents the findings of laboratory model testing of arched bridge constrictions in a rectangular open channel flume whose bed slope was fixed at zero. Four different types of arched bridge models, namely single opening semi-circular arch (SOSC), multiple opening semi-circular arch (MOSC), single opening elliptic arch (SOE), and multiple opening elliptic arch (MOE), were used in the testing program. The normal crossing (φ = 0), and five different skew angles (φ = 10°, 20°, 30°, 40°, and 50°) were tested for each type of arched bridge model. The main aim of this study is to develop a suitable model for estimating backwater through arched bridge constrictions with normal and skewed crossings. Therefore, different artificial neural network approaches, namely multi-layer perceptron (MLP), radial basis neural network (RBNN), generalized regression neural network (GRNN), and multi-linear and multi-nonlinear regression models, MLR and MNLR, respectively were used. Results of these experimental studies were compared with those obtained by the MLP, RBNN, GRNN, MLR, and MNLR approaches. The MLP produced more accurate predictions than those of the others.
机译:本文介绍了床斜率固定为零的矩形明渠水槽拱桥缩颈的实验室模型测试的结果。四种不同类型的拱桥模型分别为单开口半圆拱(SOSC),多开口半圆拱(MOSC),单开口椭圆拱(SOE)和多开口椭圆拱(MOE)。测试程序。对于每种类型的拱桥模型,均测试了法线交叉(φ= 0)和五个不同的偏斜角(φ= 10°,20°,30°,40°和50°)。这项研究的主要目的是建立一个合适的模型,以估算通过具有正常和偏斜交叉口的拱形桥梁收缩处的回水。因此,不同的人工神经网络方法分别是多层感知器(MLP),径向基神经网络(RBNN),广义回归神经网络(GRNN)以及多线性和多非线性回归模型MLR和MNLR。用过的。将这些实验研究的结果与通过MLP,RBNN,GRNN,MLR和MNLR方法获得的结果进行了比较。 MLP产生的预测比其他预测更准确。

著录项

  • 来源
    《Advances in Engineering Software》 |2010年第4期|627-635|共9页
  • 作者单位

    Department of Mechanical Engineering, Cukurova University, 01330 Balcali/Adana, Turkey;

    Department of Mechanical Engineering, Cukurova University, 01330 Balcali/Adana, Turkey;

    Department of Civil Engineering, Cukurova University, 01330 Balcali/Adana, Turkey;

    Department of Mechanical Engineering, Cukurova University, 01330 Balcali/Adana, Turkey;

    Department of Mechanical Engineering, Cukurova University, 01330 Balcali/Adana, Turkey;

    Department of Civil Engineering, Erciyes University, 38039 Kayseri, Turkey;

    Department of Civil Engineering, Mustafa Kemal University, 31024 Antakya/Hatay, Turkey;

    Department of Mechanical Engineering, Cukurova University, 01330 Balcali/Adana, Turkey;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    artificial neural network methods; backwater; bridges; flood control;

    机译:人工神经网络方法;回水桥梁防洪;

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