首页> 外文期刊>Proceedings of the Institution of Civil Engineers >Genetic functions-based modelling for pier scour depth prediction in coarse bed streams
【24h】

Genetic functions-based modelling for pier scour depth prediction in coarse bed streams

机译:基于遗传函数的粗河床冲刷深度预测模型

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

Bridge pier scour in coarse bed streams is a significant problem that needs to be addressed in bridge design. To accurately predict the scouring process by means of inductive modelling, extensive studies have been conducted using both laboratory and on-site field data. Several techniques have been used previously, including conventional regression models as well as more complex models such as those based on artificial intelligence techniques. In this research, a relatively new technique based on genetic algorithms, named genetic functions (GF), was investigated to predict pier scour depth in coarse bed streams. The primary motivation was to obtain a relatively simple and compact explicit functional approximation for pier scour depth prediction in coarse bed streams using on-site measurements. The data used in the model development contained a total of 125 on-site measurements from coarse bed streams. The performance of the GF-based technique was compared with other empirical models based on regression artificial neural networks and gene expression programming. The performance of the GF-based model was found to be highly encouraging in predicting bridge pier scour depth. GF have the added advantage of providing a relatively simple, easy to use and explicit functional expression for pier scour depth.
机译:粗床流中的桥墩冲刷是一个重大问题,需要在桥梁设计中解决。为了通过归纳建模准确预测冲刷过程,已经使用实验室和现场现场数据进行了广泛的研究。以前已经使用了几种技术,包括常规回归模型以及更复杂的模型,例如基于人工智能技术的模型。在这项研究中,研究了一种基于遗传算法的相对较新的技术,称为遗传函数(GF),以预测粗糙床流中的冲刷深度。主要动机是使用现场测量获得相对简单和紧凑的显式泛函近似,用于粗河床流中的码头冲刷深度预测。模型开发中使用的数据总共包含来自粗床流的125个现场测量值。基于GF的技术的性能与基于回归人工神经网络和基因表达编程的其他经验模型进行了比较。发现基于GF的模型在预测桥墩冲刷深度方面非常令人鼓舞。 GF的另一个优势是可以为码头冲刷深度提供相对简单,易于使用和明确的功能表达。

著录项

  • 来源
    《Proceedings of the Institution of Civil Engineers》 |2018年第wm5期|225-240|共16页
  • 作者

  • 作者单位

    Civil Engineering Department University of Engineering & Technology Peshawar Pakistan;

    Technical Director Parsons Abu Dhabi United Arab Emirates;

    Department of Civil Engineering and Sensor Networks and Cellular Systems Research Center University of Tabuk Tabuk Saudi Arabia;

    Mining Engineering Department University of Engineering & Technology Peshawar Pakistan;

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

    bridges; railway systems; river engineering;

    机译:桥梁铁路系统;河流工程;

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号