Abstract

A spillway is a structure used to regulate the discharge flowing from hydraulic structures such as a dam. It also helps to dissipate the excess energy of water through the still basins. Therefore, it has a significant effect on the safety of the dam. One of the most serious problems that may be happening below the spillway is bed scouring, which leads to soil erosion and spillway failure. This will happen due to the high flow velocity on the spillway. In this study, an alternative to the conventional methods was employed to predict scour depth (SD) downstream of the ski-jump spillway. A novel optimization algorithm, namely, Harris hawks optimization (HHO), was proposed to enhance the performance of an artificial neural network (ANN) to predict the SD. The performance of the new hybrid ANN-HHO model was compared with two hybrid models, namely, the particle swarm optimization with ANN (ANN-PSO) model and the genetic algorithm with ANN (ANN-GA) model to illustrate the efficiency of ANN-HHO. Additionally, the results of the three hybrid models were compared with the traditional ANN and the empirical Wu model (WM) through performance metrics, viz., mean absolute error (MAE), root mean square error (RMSE), coefficient of correlation (CC), Willmott index (WI), mean absolute percentage error (MAPE), and through graphical interpretation (line, scatter, and box plots, and Taylor diagram). Results of the analysis revealed that the ANN-HHO model (MAE = 0.1760 m, RMSE = 0.2538 m) outperformed ANN-PSO (MAE = 0.2094 m, RMSE = 0.2891 m), ANN-GA (MAE = 0.2178 m, RMSE = 0.2981 m), ANN (MAE = 0.2494 m, RMSE = 0.3152 m) and WM (MAE = 0.1868 m, RMSE = 0.2701 m) models in the testing period. Besides, graphical inspection displays better accuracy of the ANN-HHO model than ANN-PSO, ANN-GA, ANN, and WM models for prediction of SD around the ski-jump spillway.

Highlights

  • Dams are among the superstructures that require very precise studies to explore every part of them from many aspects of safety, performance, and environment

  • During testing, mean absolute error (MAE), root mean square error (RMSE), coefficient of correlation (CC), Willmott index (WI), and mean absolute percentage error (MAPE) vary from 0.1760–0.2494 m, 0.2538–0.3152 m, 0.7765–0.7708, 0.8030–0.4597, and 30.5081–51.3543% for the artificial neural network (ANN)-Harris hawks optimization (HHO), ANN-particle swarm optimization (PSO), ANN-genetic algorithms (GA), and ANN models, respectively

  • The ANN-Harris Hawks Optimization (ANN-HHO) model follows the criteria of lower values of MAE, RMSE, MAPE, and higher values of CC and WI for both periods and is designated the first rank for scour depth prediction

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Summary

Introduction

Dams are among the superstructures that require very precise studies to explore every part of them from many aspects of safety, performance, and environment. When water with high velocity is passing through the spillway, it should be designed with energy dissipaters downstream. Ski jumps taking away water from the bucket and into the air in the form of a water jet are among widely used energy dissipaters in spillways. At the outlet of these spillways where water jets to the riverbed, a plunge pool is formed due to the energy of the high-velocity water, which is often capable of excavating holes into even hard rocks and soil. In order to prevent any possible erosion and to control the stability of the dam body and other structures accurately, and to have a safe design facing the dynamic process of this phenomena, precise prediction of this scouring is critical

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