Estimation of nearshore wave transmission for submerged breakwaters using a data-driven predictive model

被引:10
作者
Ahmadian, Amir Sharif [1 ]
Simons, Richard R. [2 ]
机构
[1] Univ Hormozgan, Dept Civil Engn, Fac Engn, Khajeh Nasir Bldg,Minab Rd, Bandar Abbas, Iran
[2] UCL, Dept Civil Environm & Geomat Engn, Chadwick Bldg,Gower St, London WC1E 6BT, England
关键词
Submerged breakwater; Nearshore wave transmission; Numerical modeling; Artificial neural network; Radial-basis function; Predictive model; LOW-CRESTED BREAKWATERS; BASIS NEURAL-NETWORKS; APPROXIMATION; REFLECTION; DESIGN;
D O I
10.1007/s00521-016-2587-y
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
The functional design of submerged breakwaters is still developing, particularly with respect to modelling of the nearshore wave field behind the structure. This paper describes a method for predicting the wave transmission coefficients behind submerged breakwaters using machine learning algorithms. An artificial neural network using the radial-basis function approach has been designed and trained using laboratory experimental data expressed in terms of non-dimensional parameters. A wave transmission coefficient calculator is presented, based on the proposed radial-basis function model. Predictions obtained by the radial-basis function model were verified by experimental measurements for a two dimensional breakwater. Comparisons reveal good agreement with the experimental results and encouraging performance from the proposed model. Applying the proposed neural network model for predictions, guidance is given to appropriately calculate wave transmission coefficient behind two dimensional submerged breakwaters. It is concluded that the proposed predictive model offers potential as a design tool to predict wave transmission coefficients behind submerged breakwaters. A step-by-step procedure for practical applications is outlined in a user-friendly form with the intention of providing a simplified tool for preliminary design purposes. Results demonstrate the model's potential to be extended to three dimensional, rough, permeable structures.
引用
收藏
页码:705 / 719
页数:15
相关论文
共 79 条
  • [41] Laboratory experiments on low-crested breakwaters
    Kramer, M
    Zanuttigh, B
    van der Meer, JW
    Vidal, C
    Gironella, FX
    [J]. COASTAL ENGINEERING, 2005, 52 (10-11) : 867 - 885
  • [42] Krause P., 2005, Advances in Geosciences, V5, P89, DOI [DOI 10.5194/ADGEO-5-89-2005, 10.5194/adgeo-5-89-2005]
  • [43] Hybrid morphological modelling of shoreline response to a detached breakwater
    Kristensen, Sten Esbjorn
    Dronen, Nils
    Deigaard, Rolf
    Fredsoe, Jorgen
    [J]. COASTAL ENGINEERING, 2013, 71 : 13 - 27
  • [44] TSUNAMI EARLY WARNING SYSTEM - AN INDIAN OCEAN PERSPECTIVE
    Kumar, B. Prasad
    Kumar, R. Rajesh
    Dube, S. K.
    Rao, A. D.
    Murty, Tad
    Gangopadhyay, Avijit
    Chaudhuri, Ayan
    [J]. JOURNAL OF EARTHQUAKE AND TSUNAMI, 2008, 2 (03) : 197 - 226
  • [45] A Comparison of RBF Neural Network Training Algorithms for Inertial Sensor Based Terrain Classification
    Kurban, Tuba
    Besdok, Erkan
    [J]. SENSORS, 2009, 9 (08) : 6312 - 6329
  • [46] Neural network prediction of a storm surge
    Lee, TL
    [J]. OCEAN ENGINEERING, 2006, 33 (3-4) : 483 - 494
  • [47] Application of artificial neural networks in tide-forecasting
    Lee, TL
    Jeng, DS
    [J]. OCEAN ENGINEERING, 2002, 29 (09) : 1003 - 1022
  • [48] Liu Y, 2004, LECT NOTES COMPUT SC, V3173, P317
  • [49] VARIATIONS OF BOX PLOTS
    MCGILL, R
    TUKEY, JW
    LARSEN, WA
    [J]. AMERICAN STATISTICIAN, 1978, 32 (01) : 12 - 16
  • [50] Wave runup, transmission, and reflection for structures armored with CORE-LOC®
    Melito, I
    Melby, JA
    [J]. COASTAL ENGINEERING, 2002, 45 (01) : 33 - 52