TY - GEN
T1 - Radial Basis Function Regression (RBFR), ARRBFR models for Estimation of Particle Froude Number in Sewer Pipes Under Deposited Conditions
AU - Kumar, Sanjit
AU - Agarwal, Mayank
AU - Deshpande, Vishal
N1 - Publisher Copyright:
© 2023 IEEE.
PY - 2023/1/1
Y1 - 2023/1/1
N2 - The amount of water that can flow through a channel is affected by sediment deposition in water drainage. Because of this, the self-cleaning mechanism is used a lot in sewer systems in cities. The particle Froude number (Fr) is an essential factor in the self-cleaning of sewer systems. This study looks at how well different machine learning (ML) models, both standalone and ensemble, can estimate the Froude number of particles in the condition of non-deposition with the deposited bed (NDB). In this study, wide ranges of the volumetric sediment concentration (Cv), the particles dimensionless grain size (Dgr), the median size of sediment (d), the hydraulic radius (R), and the pipe friction factor (k) were taken. Radial Basis Function Regression (RBFR) was used for standalone methods, while Additive Regression (AR) was used for the ensemble method. The correlation coefficient (CC), the Nash-Sutcliffe efficiency (NSE), the mean absolute error (MAE), and the mean square error (MSE) are model evaluation criteria that were used to analyze the proposed models. AR-RBFR is the best model for estimating the Fr(CC=0.954, NSE=0.911, MAE=0.527, and MSE=0.627), followed by RBFR and empirical equations. .
AB - The amount of water that can flow through a channel is affected by sediment deposition in water drainage. Because of this, the self-cleaning mechanism is used a lot in sewer systems in cities. The particle Froude number (Fr) is an essential factor in the self-cleaning of sewer systems. This study looks at how well different machine learning (ML) models, both standalone and ensemble, can estimate the Froude number of particles in the condition of non-deposition with the deposited bed (NDB). In this study, wide ranges of the volumetric sediment concentration (Cv), the particles dimensionless grain size (Dgr), the median size of sediment (d), the hydraulic radius (R), and the pipe friction factor (k) were taken. Radial Basis Function Regression (RBFR) was used for standalone methods, while Additive Regression (AR) was used for the ensemble method. The correlation coefficient (CC), the Nash-Sutcliffe efficiency (NSE), the mean absolute error (MAE), and the mean square error (MSE) are model evaluation criteria that were used to analyze the proposed models. AR-RBFR is the best model for estimating the Fr(CC=0.954, NSE=0.911, MAE=0.527, and MSE=0.627), followed by RBFR and empirical equations. .
KW - AR
KW - Froude number
KW - NDB
KW - RBFR
KW - self-cleaning
UR - http://www.scopus.com/inward/record.url?scp=85159429600&partnerID=8YFLogxK
U2 - 10.1109/ISCON57294.2023.10112031
DO - 10.1109/ISCON57294.2023.10112031
M3 - Conference contribution
AN - SCOPUS:85159429600
T3 - 2023 6th International Conference on Information Systems and Computer Networks, ISCON 2023
BT - 2023 6th International Conference on Information Systems and Computer Networks, ISCON 2023
PB - Institute of Electrical and Electronics Engineers
T2 - 6th International Conference on Information Systems and Computer Networks, ISCON 2023
Y2 - 3 March 2023 through 4 March 2023
ER -