ANN optimized by PSO and Firefly algorithms for predicting scour depths around bridge piers

被引:39
作者
Dang, Nguyen Mai [1 ]
Tran Anh, Duong [2 ]
Dang, Thanh Duc [3 ]
机构
[1] Thuyloi Univ, Ctr Int Educ, Hanoi, Vietnam
[2] Vietnamese German Univ, Environm Water & Climate Change Adaptat Res Grp, Thu Dau Mot, Binh Duong, Vietnam
[3] Thuyloi Univ, Inst Water & Environm Res, Ho Chi Minh City, Vietnam
关键词
Artificial neural network; Scour; Bridge pier; Particle swarm optimization; Firefly algorithm; LOCAL SCOUR; SCALE; FLOW;
D O I
10.1007/s00366-019-00824-y
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The estimation of scour depths is extremely important in designing the foundation of piers which ensure the integrity of bridges and other hydraulic structures. Complicated hydrodynamic processes around piers are the main challenge to formulate explicitly empirical equations in providing scour depth estimation. Consequently, the proposed empirical formulae only yield good prediction results for specific conditions. In this study, the particle swarm optimization and Firefly algorithms are proposed to optimize artificial neural network (ANN) models to improve predicting the scour depths around circular piers at the equilibrium stage. The results of the proposed modelling frameworks are compared with an ANN network trained by the Levenberg-Marquardt (LM) algorithm which was widely adopted in the literature for prediction purposes. The predicted results exhibit that the equilibrium maximum scouring depths derived from our proposed models are better compared to the values from empirical models and the single ANN model trained by LM. Our study implicates that the new model frameworks could successfully replace the traditional methods, and more applications of these frameworks on computational fluid mechanics and hydraulic structure designs should be considered.
引用
收藏
页码:293 / 303
页数:11
相关论文
共 37 条
  • [1] [Anonymous], 2008, Wiley Online Libr
  • [2] Machine learning approach to modeling sediment transport
    Bhattacharya, B.
    Price, R. K.
    Solomatine, D. P.
    [J]. JOURNAL OF HYDRAULIC ENGINEERING, 2007, 133 (04) : 440 - 450
  • [3] LOCAL SCOUR AROUND CYLINDRICAL PIERS
    BREUSERS, HNC
    NICOLLET, G
    SHEN, HW
    [J]. JOURNAL OF HYDRAULIC RESEARCH, 1977, 15 (03) : 211 - 252
  • [4] Chabert J., 1956, Etude des affouillements autour des piles de points (Study of scour at bridge piers)
  • [5] Chiew Y.M, 1984, Rep. No. 355
  • [6] Damanjeet K., 2014, INT J ADV RES COMPUT, V3, P3559
  • [7] Scale effect in pier-scour experiments
    Ettema, R
    Melville, BW
    Barkdoll, B
    [J]. JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1998, 124 (06): : 639 - 642
  • [8] ETTEMA R., 1980, SCOUR BRIDGE PIERS
  • [9] Graf W H, 1995, ANN REPORT
  • [10] Hancu S., 1971, Proc, 14th IAHR Congress, P299