A Hybrid Physics-Based and Data-Driven Framework for Predicting Water Velocities in a Draining Pipeline Using Pressurised Air

Draining operations using pressurised air can produce sub-atmospheric pressures that pose a significant risk to structural integrity, given the pipe stiffness class. This research presents a modelling strategy for predicting water velocities during the occurrence of this phenomenon. The proposed approach combines a physically based hydraulic formulation with machine learning techniques for making this prediction. A calibrated rigid water column model is first employed to reproduce the transient interaction between the expanding air phase and the draining water column. Input parameters include pipe bridge height varying from 0.5 to 3.0 m, a valve loss dimensionless coefficient ranging from 2.0 to 14.0, and an initial water column length between 163.0 and 286.3 m. Subsequently, a Monte Carlo scheme is used to generate a representative dataset. A total of 28 models were assessed, among which a wide neural network demonstrated superior predictive capability, achieving root-mean-square error values between 0.043 and 0.056 m/s and coefficients of determination ranging from 0.996 to 0.997 for the validation and testing stages, respectively. Sensitivity analyses indicate that the minor loss coefficient governs the water velocity response, whereas geometric features such as the pipe bridge height exert a comparatively minor influence.

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Publication Details

Journal
Water
Published
2026-05-11
DOI
https://doi.org/10.3390/w18101148
Primary Topic
Water Systems and Optimization
Type
article
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article

A Hybrid Physics-Based and Data-Driven Framework for Predicting Water Velocities in a Draining Pipeline Using Pressurised Air

Manuel Saba, David Patiño-Ruiz, Oscar E. Coronado-Hernández
Water
Water Systems and Optimization
article

A Hybrid Physics-Based and Data-Driven Framework for Predicting Water Velocities in a Draining Pipeline Using Pressurised Air

Manuel Saba, David Patiño-Ruiz, Oscar E. Coronado-Hernández
article en

Abstract

Draining operations using pressurised air can produce sub-atmospheric pressures that pose a significant risk to structural integrity, given the pipe stiffness class. This research presents a modelling strategy for predicting water velocities during the occurrence of this phenomenon. The proposed approach combines a physically based hydraulic formulation with machine learning techniques for making this prediction. A calibrated rigid water column model is first employed to reproduce the transient interaction between the expanding air phase and the draining water column. Input parameters include pipe bridge height varying from 0.5 to 3.0 m, a valve loss dimensionless coefficient ranging from 2.0 to 14.0, and an initial water column length between 163.0 and 286.3 m. Subsequently, a Monte Carlo scheme is used to generate a representative dataset. A total of 28 models were assessed, among which a wide neural network demonstrated superior predictive capability, achieving root-mean-square error values between 0.043 and 0.056 m/s and coefficients of determination ranging from 0.996 to 0.997 for the validation and testing stages, respectively. Sensitivity analyses indicate that the minor loss coefficient governs the water velocity response, whereas geometric features such as the pipe bridge height exert a comparatively minor influence.

WaterVol. 18(10)
Universidad Industrial de Santander (CO), University of Cartagena (CO), Universidad De Santander (CO)
Clean water and sanitation
Openalex Percentile: Top 9%
Water Systems and Optimization
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