Abstract

ABSTRACT Accurate prediction of the scour hole depth and dimensions downstream of ski-jump spillways has been an important issue among hydraulic researchers for decades. In recent years, computing methods such as Artificial Neural Networks (ANNs), Adaptive Neuro-Fuzzy Inference Systems (ANFISs) and Support Vector Regression (SVR) have shown a powerful performance in the prediction of scour characteristics owing to their flexibility and learning nature. In the present paper, a new hybrid approach has been proposed for the first time in order to improve the estimation power of the SVR tool for scour hole geometry prediction below ski-jump spillways. The principal characteristics of the scour hole pattern in the equilibrium phase have been predicted using SVR optimized with Fruitfly Optimization Algorithms (FOAs). The hybrid model is compared with the corresponding simple SVR model. To evaluate the proposed hybrid model further, it is also compared with other machine learning and empirical methods, such as ANNs, ANFISs and regression equations. The results show that the proposed SVR-FOA method performs well, improves remarkably on Support Vector Machines (SVMs) results, estimates scour hole geometrical parameters more accurately than the simple SVR model, and can be applied as an alternative reliable scheme for estimations on which simple SVR and other methods demonstrate shortcomings. The proposed hybrid method improves the precision level for scour depth prediction by about 8% compared with simple SVM in terms of the correlation coefficient.

Highlights

  • The local scour process due to the downstream jet of ski-jump spillways is a serious concern and precise prediction of the scour hole depth and dimensions is essential for the protection of dams and their adjacent structures

  • The applicability of support vector regression coupled with the fruitfly optimization algorithm (SVR-Fruitfly Optimization Algorithms (FOAs)) was evaluated for estimating the geometrical characteristics of the ski-jump scour hole below spillways, such as the maximum depth of the scour hole, the maximum scour depth location, the starting and ending points of scour hole, as well as the scour hole length and width

  • The results were compared with other soft computing techniques (SVR, Artificial Neural Networks (ANNs) and Adaptive Neuro-Fuzzy Inference Systems (ANFISs)) and the conventional regression models

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Summary

Introduction

The local scour process due to the downstream jet of ski-jump spillways is a serious concern and precise prediction of the scour hole depth and dimensions is essential for the protection of dams and their adjacent structures. Numerous investigators have made prototypes and conducted experimental studies to formulate the scour below ski-jump spillways based on regression approaches. The earlier of these studies developed equations to predict the scour hole depth formed as a result of impinging jets, such as Schoklitch (1935), Veronese (1937), Martins (1975), Mason and Arumugam (1985), and Yildiz and Uzucek (1994). The results from these formulae show inconsistencies owing to the complexity of the phenomenon and the deficiencies of traditional approaches such as regression

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