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Predictability performance enhancement for suspended sediment in rivers:Inspection of newly developed hybrid adaptive neuro-fuzzy system model
Authors:Rana Muhammad Adnan  Zaher Mundher Yaseen  Salim Heddam  Shamsuddin Shahid  Aboalghasem Sadeghi-Niaraki  Ozgur Kisi
Institution:1. State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, Nanjing, 210098, China;2. Department of Urban Planning, Engineering Networks and Systems, Institute of Architecture and Construction, South Ural State University, 76, Lenin Prospect, 454080 Chelyabinsk, Russia;3. New Era and Development in Civil Engineering Research Group, Scientific Research Center, Al-Ayen University, Thi-Qar, 64001, Iraq;4. Faculty of Science, Agronomy Department, Hydraulics Division University, 20 Août 1955, Route El Hadaik, BP 26, Skikda, Algeria;5. School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia (UTM), Johor Bahru, 81310, Malaysia;6. Geoinformation Tech. Center of Excellence, Faculty of Geomatics Engineering, K.N.Toosi University of Technology, Tehran, Iran;7. Department of Computer Science and Engineering, Sejong University, Seoul, Republic of Korea;8. Civil Engineering Department, Ilia State University, Tbilisi, Georgia, USA
Abstract:Reliable modeling of river sediments transport is important as it is a defining factor of the economic viability of dams,the durability of hydroelectric-equipment,river susceptibility to pollution,suitability for navigation,and potential for aesthetics and fish habitat.The capability of a new machine learning model,fuzzy c-means based neuro-fuzzy system calibrated using the hybrid particle swarm optimization-gravitational search algorithm (ANFIS-FCM-PSOGSA) in improving the estimation accuracy of river suspended sediment loads (SSLs) is investigated in the current study.The outcomes of the proposed method were compared with those obtained using the fuzzy c-means based neuro-fuzzy system calibrated using particle swarm optimization (ANFIS-FCM-PSO),ANFIS-FCM,and sediment rat-ing curve (SRC) models.Various input combinations involving lagged river flow (Q) and suspended sediment (S) values were used for model development.The effect of Q and S on the model's accuracy also was assessed by including the difference between lagged Q and S values as inputs.The model perfor-mance was assessed using the root mean square error (RMSE),mean absolute error (MAE),Nash-Sutcliffe Efficiency (NSE),and coefficient of determination (R2) and several graphical comparison methods.The results showed that the proposed model enhanced the prediction performance of the ANFIS-FCM-PSO (or ANFIS-FCM) models by 8.14% (1.72%),14.7% (5.71%),12.5% (2.27%),and 25.6% (1.86%),in terms of the RMSE,MAE,NSE and R2,respectively.The current study established the potential of the proposed ANFIS-FCM-PSOGSA model for simulation of the cumulative sediment load.The modeling results revealed the potential effects of the river flow lags on the sediment transport quantification.
Keywords:Suspended sediment load  Adaptive neuro-fuzzy system  Particle swarm optimization  Gravitational search algorithm
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