Prediction of the Coefficient of Pressure Fluctuations during the Hydraulic Jump Using ELM, GMDH, and M5MT

Pressure fluctuations are a critical phenomenon that can endanger the safety and stability of hydraulic structures, especially stilling basins. Hence, the accurate estimation of the dimensionless coefficient of pressure fluctuations (CP′) is critical for hydraulic engineers. This study proposed pred...

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Main Authors: Tzu-Chia Chen, Biju Theruvil Sayed, Maria Jade Catalan Opulencia, Raed H. C. Alfilh, Maki Mahdi Abdulhasan, Sayed Hashmat Sadat
Format: Article
Language:English
Published: Wiley 2022-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2022/2495631
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author Tzu-Chia Chen
Biju Theruvil Sayed
Maria Jade Catalan Opulencia
Raed H. C. Alfilh
Maki Mahdi Abdulhasan
Sayed Hashmat Sadat
author_facet Tzu-Chia Chen
Biju Theruvil Sayed
Maria Jade Catalan Opulencia
Raed H. C. Alfilh
Maki Mahdi Abdulhasan
Sayed Hashmat Sadat
author_sort Tzu-Chia Chen
collection DOAJ
description Pressure fluctuations are a critical phenomenon that can endanger the safety and stability of hydraulic structures, especially stilling basins. Hence, the accurate estimation of the dimensionless coefficient of pressure fluctuations (CP′) is critical for hydraulic engineers. This study proposed predictive soft computing models to estimate CP′ on sloping channels. Therefore, three robust soft computing methods, including extreme learning machine (ELM), group method data of handling (GMDH), and M5 model tree (M5MT), were used to estimate CP′. The results revealed that ELM was more accurate than GMDH and M5MT methods when comparing statistical indices, including correlation coefficient (CC), root mean square error (RMSE), mean absolute error (MAE), scatter index (SI), index agreement (Ia), and BIAS values. The performance of ELM was found to be more accurate (CC = 0.9183, RMSE = 0.0067, MAE = 0.0051, SI = 11.88%, Ia = 0.9569) when compared with the results of GMDH (CC = 0.8818, RMSE = 0.0078, MAE = 0.0058, SI = 13.89%, Ia = 0.9361) and M5MT (CC = 0.6883, RMSE = 0.0120, MAE = 0.0090, SI = 21.28%, Ia = 0.7905) in the testing stage. In addition, the BIAS values revealed that ELM slightly overestimated the values of CP′, especially at the peak point compared with GMDH and M5MT results. Overall, the suggested soft computing techniques worked well for predicting pressure fluctuation changes in the hydraulic jump.
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spelling doaj-art-79f0aa16249d4198adfe3815efdd39092025-08-20T02:07:19ZengWileyAdvances in Civil Engineering1687-80942022-01-01202210.1155/2022/2495631Prediction of the Coefficient of Pressure Fluctuations during the Hydraulic Jump Using ELM, GMDH, and M5MTTzu-Chia Chen0Biju Theruvil Sayed1Maria Jade Catalan Opulencia2Raed H. C. Alfilh3Maki Mahdi Abdulhasan4Sayed Hashmat Sadat5Department of Industrial Engineering and ManagementDepartment of Computer Science Dhofar UniversityCollege of Business Administration Ajman UniversityRefrigeration and Air-conditioning Technical Engineering DepartmentAl-Nisour University CollegeKabul UniversityPressure fluctuations are a critical phenomenon that can endanger the safety and stability of hydraulic structures, especially stilling basins. Hence, the accurate estimation of the dimensionless coefficient of pressure fluctuations (CP′) is critical for hydraulic engineers. This study proposed predictive soft computing models to estimate CP′ on sloping channels. Therefore, three robust soft computing methods, including extreme learning machine (ELM), group method data of handling (GMDH), and M5 model tree (M5MT), were used to estimate CP′. The results revealed that ELM was more accurate than GMDH and M5MT methods when comparing statistical indices, including correlation coefficient (CC), root mean square error (RMSE), mean absolute error (MAE), scatter index (SI), index agreement (Ia), and BIAS values. The performance of ELM was found to be more accurate (CC = 0.9183, RMSE = 0.0067, MAE = 0.0051, SI = 11.88%, Ia = 0.9569) when compared with the results of GMDH (CC = 0.8818, RMSE = 0.0078, MAE = 0.0058, SI = 13.89%, Ia = 0.9361) and M5MT (CC = 0.6883, RMSE = 0.0120, MAE = 0.0090, SI = 21.28%, Ia = 0.7905) in the testing stage. In addition, the BIAS values revealed that ELM slightly overestimated the values of CP′, especially at the peak point compared with GMDH and M5MT results. Overall, the suggested soft computing techniques worked well for predicting pressure fluctuation changes in the hydraulic jump.http://dx.doi.org/10.1155/2022/2495631
spellingShingle Tzu-Chia Chen
Biju Theruvil Sayed
Maria Jade Catalan Opulencia
Raed H. C. Alfilh
Maki Mahdi Abdulhasan
Sayed Hashmat Sadat
Prediction of the Coefficient of Pressure Fluctuations during the Hydraulic Jump Using ELM, GMDH, and M5MT
Advances in Civil Engineering
title Prediction of the Coefficient of Pressure Fluctuations during the Hydraulic Jump Using ELM, GMDH, and M5MT
title_full Prediction of the Coefficient of Pressure Fluctuations during the Hydraulic Jump Using ELM, GMDH, and M5MT
title_fullStr Prediction of the Coefficient of Pressure Fluctuations during the Hydraulic Jump Using ELM, GMDH, and M5MT
title_full_unstemmed Prediction of the Coefficient of Pressure Fluctuations during the Hydraulic Jump Using ELM, GMDH, and M5MT
title_short Prediction of the Coefficient of Pressure Fluctuations during the Hydraulic Jump Using ELM, GMDH, and M5MT
title_sort prediction of the coefficient of pressure fluctuations during the hydraulic jump using elm gmdh and m5mt
url http://dx.doi.org/10.1155/2022/2495631
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