Application of AI Approaches to Estimate Discharge Coefficient of Novel Kind of Sharp-Crested V-Notch Weirs
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VIEW THE REPLYPublication: Journal of Irrigation and Drainage Engineering
Volume 148, Issue 3
Abstract
In this study, the hydraulic features of the (a novel type of sharp-crested V-notch weirs) were scrutinized in the popular vertex angles , i.e., 30°, 45°, 60°, 90°, 120°, 128°, and 150°, under aerated, steady and free overflow conditions in an open channel for large physical models. To assess the changes of the discharge coefficient of the (i.e., ) versus weir height and , widespread laboratory works were performed by measuring the water head over the crest of the weir and the discharge. Special formulas for the in the were checked, and an appropriate empirical equation was recommended. The calculated by the proposed equation was within 0%–10% of the measured values. Three types of nonparametric artificial intelligence (AI) methods, namely, support vector regression (), gene expression programming (), and a robust hybrid model entitled hybrid () were developed to estimate the . For the sake of modeling, 196 experimental datasets were applied in the mentioned methods to evaluate the by taking into consideration the dimensionless variables which impact the determining procedure of the . In this modeling, by varying the architecture and core factors of the aforementioned methods, several scenarios were defined. The generated mathematical equation of by the best scenario of the was compared with the corresponding measured values in which the results were in 0%–10%. According to the attained statistical indices, scatter plots, and the values of the total grade () technique, the hybrid model was determined as the superior and optimal method to estimate the with high performance and accuracy.
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Data Availability Statement
Computations and questionnaires details for the applied models are available from the corresponding author by reasonable request. In addition, data and information related to the experimental operations and management used in current paper were provided by Mr. Hamid Saadatnejadgharahassanlou and the Hydraulic Laboratory of the Water Engineering Department of Urmia and Tabriz Universities. These data are proprietary or confidential and may only be provided with restrictions.
Acknowledgments
The authors express thanks to Mr. Hamid Saadatnejadgharahassanlou for providing experimental data and his respected assistance.
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© 2022 American Society of Civil Engineers.
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Received: Mar 12, 2021
Accepted: Sep 26, 2021
Published online: Jan 5, 2022
Published in print: Mar 1, 2022
Discussion open until: Jun 5, 2022
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- Mohd Danish, Artificial intelligence and machine learning in water resources engineering, Water Resource Modeling and Computational Technologies, 10.1016/B978-0-323-91910-4.00001-7, (3-14), (2022).