TY - JOUR
T1 - Efficient functioning of a sewer system
T2 - application of novel hybrid machine learning methods for the prediction of particle Froude number
AU - Kumar, Sanjit
AU - Kirar, Bablu
AU - Agarwal, Mayank
AU - Deshpande, Vishal
AU - Rathnayake, Upaka
N1 - Publisher Copyright:
© 2024 The Authors.
PY - 2024/8/1
Y1 - 2024/8/1
N2 - Sewer systems are usually built with a self-cleaning system that keeps the bottom of the channel free of sediment to lessen the effects of the constant buildup of sediment particles. Because of this, it is important to accurately predict the particle Froude number (Fr) when making sewer systems. For the prediction of Fr, five different sets of input variables were looked at. For the training and testing of the machine learning (ML) model, we used 10-fold cross-validation methodologies to prevent overfitting. M5Prime (M5P) model as a standalone and Bagging-M5P as a hybrid model were utilized, and the results were compared with the empirical equations proposed in the literature. Models perform best when all input variables are used for training and testing of models. The hybrid BA-M5P model performed better than the M5P model and empirical equations. We performed sensitivity analysis and compared the result based on MAE and MSE value, and we found sediment concentration (Svc) is the most important variable to predict the particle Froude number under non-deposition with deposited bed by best performing model BA-M5P. Hence, for the self-cleaning system, we prefer the BA-M5P ML model with Svc the most required variable.
AB - Sewer systems are usually built with a self-cleaning system that keeps the bottom of the channel free of sediment to lessen the effects of the constant buildup of sediment particles. Because of this, it is important to accurately predict the particle Froude number (Fr) when making sewer systems. For the prediction of Fr, five different sets of input variables were looked at. For the training and testing of the machine learning (ML) model, we used 10-fold cross-validation methodologies to prevent overfitting. M5Prime (M5P) model as a standalone and Bagging-M5P as a hybrid model were utilized, and the results were compared with the empirical equations proposed in the literature. Models perform best when all input variables are used for training and testing of models. The hybrid BA-M5P model performed better than the M5P model and empirical equations. We performed sensitivity analysis and compared the result based on MAE and MSE value, and we found sediment concentration (Svc) is the most important variable to predict the particle Froude number under non-deposition with deposited bed by best performing model BA-M5P. Hence, for the self-cleaning system, we prefer the BA-M5P ML model with Svc the most required variable.
KW - bagging
KW - deposited bed
KW - hybrid machine learning methods
KW - M5P
KW - particle Froude number
KW - sewer pipes
UR - http://www.scopus.com/inward/record.url?scp=85203168795&partnerID=8YFLogxK
U2 - 10.2166/hydro.2024.065
DO - 10.2166/hydro.2024.065
M3 - Article
AN - SCOPUS:85203168795
SN - 1464-7141
VL - 26
SP - 1929
EP - 1943
JO - Journal of Hydroinformatics
JF - Journal of Hydroinformatics
IS - 8
ER -