A comparison of artificial intelligence approaches in predicting discharge coefficient of streamlined weirs

Author:

Gharehbaghi Amin1,Ghasemlounia Redvan2ORCID,Afaridegan Ehsan3,Haghiabi AmirHamzeh4,Mandala Vishwanadham5,Azamathulla Hazi Mohammad6,Parsaie Abbas7

Affiliation:

1. a Faculty of Engineering, Department of Civil Engineering, Hasan Kalyoncu University, Şahinbey, Gaziantep 27110, Turkey

2. b Faculty of Engineering, Department of Civil Engineering, Istanbul Gedik University, Istanbul 34876, Turkey

3. c Department of Civil Engineering, Faculty of Engineering, Yazd University, Yazd, Iran

4. d Water Engineering Department, Lorestan University, Khorramabad, Iran

5. e Department of Computer Science, Indiana University, Bloomington, IN 47405, USA

6. f Department of Civil Engineering, Faculty of Engineering, University of the West Indies, St. Augustine P.O. Box 331310, Trinidad and Tobago

7. g Faculty of Water and Environmental Engineering, Shahid Chamran University of Ahvaz, Ahvaz, Iran

Abstract

Abstract In the present research, three different data-driven models (DDMs) are developed to predict the discharge coefficient of streamlined weirs (Cdstw). Some machine-learning methods (MLMs) and intelligent optimization models (IOMs) such as Random Forest (RF), Adaptive Neuro-Fuzzy Inference System (ANFIS), and gene expression program (GEP) methods are employed for the prediction of Cdstw. To identify input variables for the prediction of Cdstw by these DMMs, among potential parameters on Cdstw, the most effective ones including geometric features of streamlined weirs, relative eccentricity (λ), downstream slope angle (β), and water head over the crest of the weir (h1) are determined by applying Buckingham π-theorem and cosine amplitude analyses. In this modeling, by changing architectures and fundamental parameters of the aforesaid approaches, many scenarios are defined to obtain ideal estimation results. According to statistical metrics and scatter plot, the GEP model is determined as a superior method to estimate Cdstw with high performance and accuracy. It yields an R2 of 0.97, a Total Grade (TG) of 20, RMSE of 0.032, and MAE of 0.024. Besides, the generated mathematical equation for Cdstw in the best scenario by GEP is likened to the corresponding measured ones and the differences are within 0–10%.

Funder

Shahid Bahonar University of Kerman

Publisher

IWA Publishing

Subject

Atmospheric Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering,Water Science and Technology

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