Modeling of wave run-up by applying integrated models of group method of data handling

被引:0
|
作者
Amin Mahdavi-Meymand
Mohammad Zounemat-Kermani
Wojciech Sulisz
Rodolfo Silva
机构
[1] Polish Academy of Sciences,Institute of Hydro
[2] Shahid Bahonar University of Kerman,Engineering
[3] Universidad Nacional Autónoma de México,Water Engineering Department
来源
关键词
D O I
暂无
中图分类号
学科分类号
摘要
Wave-induced inundation in coastal zones is a serious problem for residents. Accurate prediction of wave run-up height is a complex phenomenon in coastal engineering. In this study, several machine learning (ML) models are developed to simulate wave run-up height. The developed methods are based on optimization techniques employing the group method of data handling (GMDH). The invasive weed optimization (IWO), firefly algorithm (FA), teaching–learning-based optimization (TLBO), harmony search (HS), and differential evolution (DE) meta-heuristic optimization algorithms are embedded with the GMDH to yield better feasible optimization. Preliminary results indicate that the developed ML models are robust tools for modeling the wave run-up height. All ML models’ accuracies are higher than empirical relations. The obtained results show that employing heuristic methods enhances the accuracy of the standard GMDH model. As such, the FA, IWO, DE, TLBO, and HS improve the RMSE criterion of the standard GMDH by the rate of 47.5%, 44.7%, 24.1%, 41.1%, and 34.3%, respectively. The GMDH-FA and GMDH-IWO are recommended for applications in coastal engineering.
引用
收藏
相关论文
共 50 条
  • [41] Validation of XBeach model for wave run-up
    Mehvar, S.
    Dastgheib, A.
    Roelvink, J. A.
    PROCEEDINGS OF THE 36TH IAHR WORLD CONGRESS: DELTAS OF THE FUTURE AND WHAT HAPPENS UPSTREAM, 2015, : 4743 - 4749
  • [42] Wave run-up on columns of deepwater platforms
    Thiagarajan, Krish P.
    Repalle, Nitin
    PROCEEDINGS OF THE INSTITUTION OF MECHANICAL ENGINEERS PART M-JOURNAL OF ENGINEERING FOR THE MARITIME ENVIRONMENT, 2013, 227 (03) : 256 - 265
  • [43] WAVE RUN-UP FORMULA OF UNIVERSAL APPLICABILITY
    CHUE, SH
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 2-RESEARCH AND THEORY, 1980, 69 (DEC): : 1035 - 1041
  • [44] Analytical and numerical models for tsunami run-up
    Madsen, Per A.
    Fuhrman, David R.
    TSUNAMI AND NONLINEAR WAVES, 2007, : 209 - +
  • [45] Depth-integrated, non-hydrostatic model for wave breaking and run-up
    Yamazaki, Yoshiki
    Kowalik, Zygmunt
    Cheung, Kwok Fai
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2009, 61 (05) : 473 - 497
  • [46] Combined influence of berms and wave direction on wave run-up
    Daemrich, KF
    Schüttrumpf, H
    Kübler, J
    Ohle, N
    Oumeraci, H
    Zimmermann, C
    Coastal Engineering 2004, Vols 1-4, 2005, : 3640 - 3652
  • [47] Solitary wave run-up: wave breaking and bore propagation
    Hafsteinsson, Helgi J.
    Evers, Frederic M.
    Hager, Willi H.
    JOURNAL OF HYDRAULIC RESEARCH, 2017, 55 (06) : 787 - 798
  • [48] Wave run-up on vertical cylinder by 3-dimensional VOF method
    Lee, K. H.
    Kim, D. S.
    Kim, C. H.
    Lee, S. K.
    Kee, S. T.
    PROCEEDINGS OF THE SEVENTEENTH (2007) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1- 4, PROCEEDINGS, 2007, : 2679 - 2683
  • [49] Scale Effects of Impulse Wave Run-Up and Run-Over
    Fuchs, Helge
    Hager, Willi H.
    JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING, 2012, 138 (04) : 303 - 311
  • [50] A detonation run-up distance database: Data-driven existing models
    Mejia-Botero, C.
    Virot, F.
    da Silva, L. F. Figueira
    Melguizo-Gavilanes, J.
    PROCEEDINGS OF THE COMBUSTION INSTITUTE, 2024, 40 (1-4)