Bayesian neural networks for prediction of equilibrium and time-dependent scour depth around bridge piers

被引:69
|
作者
Bateni, S. Mohyeddin
Jeng, Dong-Sheng [1 ]
Melville, Bruce W.
机构
[1] Univ Sydney, Sch Civil Engn, Sydney, NSW 2006, Australia
[2] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2G7, Canada
[3] Univ Auckland, Dept Civil & Environm Engn, Auckland 1, New Zealand
关键词
Bayesian neural network; scour; bridge piers; back-propagation algorithm;
D O I
10.1016/j.advengsoft.2006.08.004
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The physical process of scour around bridge piers is complicated. Despite various models presented to predict the equilibrium scour depth and its time variation from the characteristics of the current and sediment, scope exists to improve the existing models or to provide alternatives to them. In this paper, a neural network technique within a Bayesian framework, is presented for the prediction of equilibrium scour depth around a bridge pier and the time variation of scour depth. The equilibrium scour depth was modeled as a function of five variables; flow depth and mean velocity, critical flow velocity, median grain diameter and pier diameter. The time variation of scour depth was also modeled in terms of equilibrium scour depth, equilibrium scour time, scour time, mean flow velocity and critical flow velocity. The Bayesian network predicted equilibrium and time-dependent scour depth much better when it was trained with the original (dimensional) scour data, rather than using a non-dimensional form of the data. The selection of water, sediment and time variables used in the models was based on conventional scour depth data analysis. The new models estimate equilibrium and time-dependent scour depth more accurately than the existing expressions. A committee model, developed by averaging the predictions of a number of individual neural network models, increased the reliability and accuracy of the predictions. A sensitivity analysis showed that pier diameter has a greater influence on equilibrium scour depth than the other independent parameters. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:102 / 111
页数:10
相关论文
共 50 条
  • [1] Prediction of time-dependent local scour around bridge piers
    Choi, Sung-Uk
    Choi, Byungwoong
    [J]. WATER AND ENVIRONMENT JOURNAL, 2016, 30 (1-2) : 14 - 21
  • [2] APPLICATION OF ARTIFICIAL NEURAL NETWORKS IN ASSESSING THE EQUILIBRIUM DEPTH OF LOCAL SCOUR AROUND BRIDGE PIERS
    Sarshari, Ehsan
    Mullhaupt, Philippe
    [J]. PROCEEDINGS OF THE ASME 34TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2015, VOL 7, 2015,
  • [3] STUDY OF TIME-DEPENDENT LOCAL SCOUR AROUND BRIDGE PIERS
    YANMAZ, AM
    ALTINBILEK, HD
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1991, 117 (10): : 1247 - 1268
  • [4] Generalized Regression Neural Networks and Feed Forward Neural Networks for prediction of scour depth around bridge piers
    Firat, Mahmut
    Gungor, Mahmud
    [J]. ADVANCES IN ENGINEERING SOFTWARE, 2009, 40 (08) : 731 - 737
  • [5] STUDY OF TIME-DEPENDENT LOCAL SCOUR AROUND BRIDGE PIERS - DISCUSSION
    MELVILLE, BW
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1992, 118 (11): : 1593 - 1595
  • [6] Time-dependent reliability analysis of local scour around bridge piers
    Chen, XY
    Tung, YK
    [J]. ADVANCES IN HYDRAULICS AND WATER ENGINEERING, VOLS 1 AND 2, PROCEEDINGS, 2002, : 266 - 271
  • [7] STUDY OF TIME-DEPENDENT LOCAL SCOUR AROUND BRIDGE PIERS - CLOSURE
    YANMAZ, AM
    ALTINBILEK, HD
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1992, 118 (11): : 1595 - 1597
  • [8] Prediction of local scour around bridge piers using artificial neural networks
    Choi, SU
    Cheong, S
    [J]. JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION, 2006, 42 (02): : 487 - 494
  • [9] Prediction of Equilibrium Local Scour Depth at Complex Bridge Piers
    Moreno, Mario
    Maia, Rodrigo
    Couto, Lucia
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2016, 142 (11)
  • [10] Study of the time-dependent clear water scour around circular bridge piers
    Aksoy, Aysegul Ozgenc
    Bombar, Gokcen
    Arkis, Tanil
    Guney, Mehmet Sukru
    [J]. JOURNAL OF HYDROLOGY AND HYDROMECHANICS, 2017, 65 (01) : 26 - 34