Abstract

Accurate modeling and prediction of suspended sediment load (SSL) in rivers have an important role in environmental science and design of engineering structures and are vital for watershed management. Since different parameters such as rainfall, temperature, and discharge with the different lag times have significant effects on the SSL, quantifying and understanding nonlinear interactions of the sediment dynamics has always been a challenge. In this study, three soft computing models (multilayer perceptron (MLP), adaptive neuro-fuzzy system (ANFIS), and radial basis function neural network (RBFNN)) were used to predict daily SSL. Four optimization algorithms (sine–cosine algorithm (SCA), particle swarm optimization (PSO), firefly algorithm (FFA), and bat algorithm (BA)) were used to improve the capability of SSL prediction of the models. Data from gauging stations at the mouth of the Kasilian and Talar rivers in northern Iran were used in the analysis. The selection of input combinations for the models was based on principal component analysis (PCA). Uncertainty in sequential uncertainty fitting (SUFI-2) and performance indicators were used to assess the potential of models. Taylor diagrams were used to visualize the match between model output and observed values. Assessment of daily SSL predictions for Talar station revealed that ANFIS-SCA yielded the best results (RMSE (root mean square error): 934.2 ton/day, MAE (mean absolute error): 912.2 ton/day, NSE (Nash–Sutcliffe efficiency): 0.93, PBIAS: 0.12). ANFIS-SCA also yielded the best results for Kasilian station (RMSE: 1412.10 ton/day, MAE: 1403.4 ton/day, NSE: 0.92, PBIAS: 0.14). The Taylor diagram confirmed that ANFIS-SCA achieved the best match between observed and predicted values for various hydraulic and hydrological parameters at both Talar and Kasilian stations. Further, the models were tested in Eagel Creek Basin, Indiana state, USA. The results indicated that the ANFIS-SCA model reduced RMSE by 15% and 21% compared to the MLP-SCA and RBFNN-SCA models in the training phase. Comparing models performance indicated that the ANFIS-SCA model could decrease MAE error compared to ANFIS-BA, ANFIS-PSO, ANFIS-FFA, and ANFIS models by 18%, 32%, 37%, and 49% in the training phase, respectively. The results indicated that the integration of optimization algorithms and soft computing models can improve the ability of models for predicting SSL. Additionally, the hybridization of soft computing models with optimization algorithms can decrease the uncertainty of models.

Highlights

  • Sediment dynamics can cause environmental issues and concerns such as damage to aquatic ecosystems, declining quality of surface water and groundwater, and variations in reservoir recharge and river morphology (Afan et al 2016; Shojaeezadeh et al 2018; Gholami et al 2016; Guo et al 2020; Ren et al 2020).Extended author information available on the last page of the articleSuspended sediment load (SSL) in watersheds is one of the most important hydraulic and hydrological parameters, which can impact the performance of hydraulic structures and water transfer projects

  • The results indicated that the ANFIS-sine–cosine algorithm (SCA) model reduced root mean square error (RMSE) by 15% and 21% compared to the multilayer perceptron (MLP)-SCA and radial basis function neural network (RBFNN)-SCA models in the training phase

  • Comparing models performance indicated that the ANFIS-SCA model could decrease mean absolute error (MAE) error compared to ANFIS-Bat algorithm (BA), ANFIS-Particle swarm optimization (PSO), ANFIS-FFA, and ANFIS models by 18%, 32%, 37%, and 49% in the training phase, respectively

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Summary

Introduction

Suspended sediment load (SSL) in watersheds is one of the most important hydraulic and hydrological parameters, which can impact the performance of hydraulic structures and water transfer projects. The estimation and prediction of SSL in rivers are vital tasks in the water resources management, and accurate results would help decision-making on river engineering, reservoir operation, watershed management, and sustainable water resources (Yang et al 2009; Downs et al 2009; Akrami et al 2013; Himanshu et al 2017; Haghighi et al 2019). Imprecise SSL modeling and prediction can reduce the amount of water stored by dam reservoirs, which can have an enormous negative impact on domestic and agricultural water supply, and on dam structures (Lafdani et al 2013; McCarney-Castle et al 2017; Zhang et al 2020; Zhao et al 2020)

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