Derivation of a New Model for Prediction of Wave Overtopping at Rubble Mound Structures
暂无分享,去创建一个
[1] A. Etemad-Shahidi,et al. COMPARISON BETWEEN M5 MODEL TREE AND NEURAL NETWORKS FOR PREDICTION OF SIGNIFICANT WAVE HEIGHT IN LAKE SUPERIOR , 2009 .
[2] Peter A. Troch,et al. Numerical investigations of wave overtopping at coastal structures , 2009 .
[3] Y. Goda,et al. Laboratory investigation on the overtopping rate of seawalls by irregular waves , 1975 .
[4] N. J. Shankar,et al. Wave run-up and overtopping on smooth and rough slopes of coastal structures , 2003 .
[5] Leopoldo Franco,et al. WAVE OVERTOPPING ON RUBBLE MOUND BREAKWATERS , 1988 .
[6] M. Deo,et al. Derivation of wave spectrum using data driven methods , 2009 .
[7] Roland K. Price,et al. Application of model trees and other machine learning techniques for algal growth prediction in Yongdam reservoir, Republic of Korea , 2010 .
[8] Ian H. Witten,et al. Data mining: practical machine learning tools and techniques, 3rd Edition , 1999 .
[9] Julien De Rouck,et al. Crest level assessment of coastal structures — General overview , 2009 .
[10] Various. Design of seawalls allowing for wave overtopping , 1980 .
[11] Roland K. Price,et al. Machine Learning Approach to Modeling Sediment Transport , 2007 .
[12] Som Dutta,et al. Prediction of longitudinal dispersion coefficients in natural rivers using genetic algorithm , 2009 .
[13] Julien De Rouck,et al. Prototype measurements and small-scale model tests of wave overtopping at shallow rubble-mound breakwaters: the Ostia-Rome yacht harbour case , 2009 .
[14] Julien De Rouck,et al. Combined classifier–quantifier model: A 2-phases neural model for prediction of wave overtopping at coastal structures , 2008 .
[15] Yoshimi Goda,et al. Derivation of unified wave overtopping formulas for seawalls with smooth, impermeable surfaces based on selected CLASH datasets , 2009 .
[16] H. Verhaeghe. Voorspelling van golfoverslag over golfbrekers en zeeweringen met behulp van neurale netwerken - Neural Network Prediction of Wave Overtopping at Coastal Structures , 2003 .
[17] Peter A. Troch,et al. Effects of new variables on the overtopping discharge at steep rubble mound breakwaters : The Zeebrugge case , 2009 .
[18] Hadewych Verhaeghe,et al. The new wave overtopping database for coastal structures , 2009 .
[19] Inigo J. Losada,et al. Wave Overtopping of Póvoa de Varzim Breakwater: Physical and Numerical Simulations , 2008 .
[20] Josep R. Medina,et al. Neural network modelling of wave overtopping at coastal structures , 2007 .
[21] Javier L. Lara,et al. Numerical analysis of wave overtopping of rubble mound breakwaters , 2008 .
[22] Amir Etemad-Shahidi,et al. Design of rubble-mound breakwaters using M5 ′ machine learning method , 2009 .
[23] C. Stam,et al. Wave Runup on Smooth and Rock Slopes of Coastal Structures , 1992 .