Please wait a minute...
Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

Postal Subscription Code 80-968

2018 Impact Factor: 1.272

Front Struc Civil Eng    2013, Vol. 7 Issue (2) : 117-126    https://doi.org/10.1007/s11709-013-0205-y
RESEARCH ARTICLE
Predicting beach profile evolution with group method data handling-type neural networks on beaches with seawalls
M. A. LASHTEH NESHAEI, M. A. MEHRDAD(), N. ABEDIMAHZOON, N. ASADOLLAHI
Department of Civil Engineering, Guilan University, P.O.BOX: 3756, Rasht, Iran
 Download: PDF(465 KB)   HTML
 Export: BibTeX | EndNote | Reference Manager | ProCite | RefWorks
Abstract

A major goal of coastal engineering is to develop models for the reliable prediction of short- and long-term near shore evolution. The most successful coastal models are numerical models, which allow flexibility in the choice of initial and boundary conditions. In the present study, evolutionary algorithms (EAs) are employed for multi-objective Pareto optimum design of group method data handling (GMDH)-type neural networks that have been used for bed evolution modeling in the surf zone for reflective beaches, based on the irregular wave experiments performed at the Hydraulic Laboratory of Imperial College (London, UK). The input parameters used for such modeling are significant wave height, wave period, wave action duration, reflection coefficient, distance from shoreline and sand size. In this way, EAs with an encoding scheme are presented for evolutionary design of the generalized GMDH-type neural networks, in which the connectivity configurations in such networks are not limited to adjacent layers. Also, multi-objective EAs with a diversity preserving mechanism are used for Pareto optimization of such GMDH-type neural networks. The most important objectives of GMDH-type neural networks that are considered in this study are training error (TE), prediction error (PE), and number of neurons (N). Different pairs of these objective functions are selected for two-objective optimization processes. Therefore, optimal Pareto fronts of such models are obtained in each case, which exhibit the trade-offs between the corresponding pair of the objectives and, thus, provide different non-dominated optimal choices of GMDH-type neural network model for beach profile evolution. The results showed that the present model has been successfully used to optimally prediction of beach profile evolution on beaches with seawalls.

Keywords beach profile evolution      genetic algorithms      group method of data handling      Pareto      reflective beaches     
Corresponding Author(s): MEHRDAD M. A.,Email:mehrdad@guilan.ac.ir   
Issue Date: 05 June 2013
 Cite this article:   
M. A. MEHRDAD,N. ABEDIMAHZOON,N. ASADOLLAHI, et al. Predicting beach profile evolution with group method data handling-type neural networks on beaches with seawalls[J]. Front Struc Civil Eng, 2013, 7(2): 117-126.
 URL:  
https://academic.hep.com.cn/fsce/EN/10.1007/s11709-013-0205-y
https://academic.hep.com.cn/fsce/EN/Y2013/V7/I2/117
1 Dean R G, Dalrymple R A. Coastal Processes with Engineering Applications. Cambridge: Cambridge University Press, 2004
2 Kraus N C. The effects of seawalls on the beach: An extended literature review. Journal of Coastal Research, CERF. Special Issue No. , 1988, 4: 1-28
3 Kraus N C, McDougal W G. The effects of seawalls on the beach: Part I. An updated literature review. Journal of Coastal Research , 1996, 12(3): 691-701
4 Abedimahzoon N, Molaabasi H, Neshaei M A L, Biklaryan M. Investigation of undertow in reflective beaches using a GMDH-type neural network. Turkish Journal of Engineering and Environmental Sciences , 2010, 34: 201-213
5 Rakha K A, Kamphuis J W. Wave induced currents in the vicinity of a seawall. Coastal Engineering , 1997, 30(1-2): 23-52
doi: 10.1016/S0378-3839(96)00035-X
6 Szmytkiewicz M, Biegowski J, Kaczmarek M L, Okroj T, Ostrowski R, Pruszak Z, Rozynsky G, Skaja M. Coastline changes nearby harbor structures: Comparative analysis of one-line models versus field data. Journal of Coastal Engineering , 2000, 40(2): 119-139
doi: 10.1016/S0378-3839(00)00008-9
7 Ruggiero P, McDougal W G. An analytic model for the prediction of wave setup, long-shore currents and sediment transport on beaches with seawalls. Coastal Engineering , 2001, 43(3-4): 161-182
doi: 10.1016/S0378-3839(01)00012-6
8 Karim M F, Tingsanchali T. A coupled numerical model for simulation of wave breaking and hydraulic performances of a composite seawall. Ocean Engineering , 2006, 33(5-6): 773-787
doi: 10.1016/j.oceaneng.2004.10.026
9 El-Bisy S M. Bed changes at toe of inclined seawalls. Ocean Engineering , 2007, 34(3-4): 510-517
doi: 10.1016/j.oceaneng.2006.02.006
10 Dombusch U, Robinson A D, Williams R B G, Moses C A. Chalk shore platform erosion in the vicinity of sea defense structures and the impact of construction methods. Coastal Engineering , 2007, 54(11): 801-810
doi: 10.1016/j.coastaleng.2007.05.012
11 Lin P, Liu P L F. Vertical variation of the flow across the surf zone. Coastal Engineering , 2002, 45(3-4): 169-198
doi: 10.1016/S0378-3839(02)00033-9
12 Neshaei M A L, Mehrad M A, Veiskarami M. The effect of beach reflection on undertow. Iranian Journal of Science & Technology , 2009, 33(B1): 49-60
13 Mehrdad M A, Nariman-Zadeh N, Jamali A, Teymoorzadeh A. ANFIS networks design using hybrid genetic and SVD methods for modelling of the level variations of the Caspian Sea. Wseas Transactions on Information Science & Applications , 2005, 2: 121-127
14 ?str?m K J, Eykhoff P. System identification, a survey. Automatica , 1971, 7(2): 123-162
doi: 10.1016/0005-1098(71)90059-8
15 Ivakhnenko A G. Polynomial theory of complex systems. IEEE Transactions on Systems, Man, and Cybernetics , 1971, SMC-1(4): 364-378
doi: 10.1109/TSMC.1971.4308320
16 Jamali A, Nariman-zadeh N, Darvizeh A, Masoumi A, Hamrang S. Multi-objective evolutionary optimization of polynomial neural networks for modeling and prediction of explosive cutting process. Engineering Applications of Artificial Intelligence , 2009, 22(4-5): 676-687
doi: 10.1016/j.engappai.2008.11.005
17 Vellinga P. A tentative description of a universal erosion profile for sandy and rock beaches. Coastal Engineering , 1984, 8(2): 177-188
doi: 10.1016/0378-3839(84)90012-7
18 Holmes P, Baldock T E, Chan R T C, Neshaei M A L. Beach evolution under random waves. In: Proceedings of the 25th International Conference on Coastal Engineering. ASCE , Orlando, 1996, 3006-3019
19 Holmes P, Neshaei M A L. The effect of seawalls on coastal morphology. In: Proceedings of the Second IAHR Symposium on Habitats Hydraulics . Eco- hydraulics, A, 1996, 525-530
20 Nariman-Zadeh N, Darvizeh A, Jamali A, Moeini A. Evolutionary design of generalized polynomial neural networks for modelling and prediction of explosive forming process. Journal of Materials Processing Technology , 2005, 164-65: 1561-1571
doi: 10.1016/j.jmatprotec.2005.02.020
21 Fonseca C M, Fleming P J. Genetic algorithms for multi-objective optimization: Formulation, discussion and generalization, In: Forrest S. ed. Proceedings of the Fifth Intern . Conf. on Genetic algorithms. San Mateo, CA, 1993, 416-423
22 Coello C A C. A comprehensive survey of evolutionary based multi-objective optimization techniques. Knowledge and Information System , 1999, 1(3): 269-308
23 Jamali A, Ghamati M, Ahmadi B, Nariman-zadeh N. Probability of failure for uncertain control systems using neural networks and multi-objective uniform-diversity genetical gorithms (MUGA). Engineering Applications of Artificial Intelligence , 2013, 26(2): 714-723
doi: 10.1016/j.engappai.2012.11.004
24 Toffolo A, Benini E. Genetic diversity as an objective in multi-objective evolutionary algorithms. Evolutionary Computation , 2003, 11(2): 151-167
doi: 10.1162/106365603766646816
25 Deb K, Agrawal S, Pratap A, Meyarivan T. A fast and elitist multi-objective genetic algorithm: NSGA-II. IEEE Transactions on Evolutionary Computation , 2002, 6(2): 182-197
doi: 10.1109/4235.996017
[1] ZHU Jinsong, XIAO Rucheng. Damage identification of a large-span concrete cable-stayed bridge based on genetic algorithm[J]. Front. Struct. Civ. Eng., 2007, 1(2): 170-175.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed