Technical Papers
Feb 11, 2023

Improved SWMM Modeling for Rapid Pipe Filling Incorporating Air Behavior in Intermittent Water Supply Systems

Publication: Journal of Hydraulic Engineering
Volume 149, Issue 4

Abstract

Stormwater management model (SWMM) software has recently become a modeling tool for the simulation of intermittent water supply systems. However, SWMM is not capable of accurately simulating the air behavior in the pipe-filling phase, missing therefore a relevant factor during pipe pressurization. This work proposes the integration of a conventional accumulator model in the existing SWMM hydraulic model to overcome this gap. SWMM source code was modified to calculate the air piezometric head inside the pipe based on the system boundary conditions, and the air piezometric head was incorporated in the SWMM flow rate pressure component. Experimental data were collected during the rapid filling of a pipe system for three possible configurations that are likely to occur in intermittent water supply pipe systems: no air release, small air release, and large air release. Results show that the improved SWMM better describes the effect of the air behavior using the extended transport (EXTRAN) surcharge method when compared to the original SWMM. Results also show that the SLOT method with predefined slot width is not suitable for this purpose; thus, further research is needed to assess if an adjusted slot width could provide better results.

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Data Availability Statement

All experimental data and numerical results, models, and code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge the Portuguese national funding agency, Fundação da Ciência e Tecnologia (FCT), for funding the reported work within Grant No. SFRH/BD/146709/2019.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 149Issue 4April 2023

History

Received: Nov 17, 2021
Accepted: Sep 12, 2022
Published online: Feb 11, 2023
Published in print: Apr 1, 2023
Discussion open until: Jul 11, 2023

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Ph.D. Candidate, Dept. of Water Management, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628CN Delft, Netherlands (corresponding author). ORCID: https://orcid.org/0000-0002-7889-9218. Email: [email protected]
Lecturer, Dept. of Water Supply, Sanitation and Environmental Engineering, IHE Delft Institute for Water Education, Westvest 7, 2611 AX Delft, Netherlands. ORCID: https://orcid.org/0000-0001-9422-3157
Professor, Civil Engineering Research and Innovation for Sustainability, Instituto Superior Técnico, Universidade de Lisboa, Ave. Rovisco Pais 1, Lisbon 1049-001, Portugal. ORCID: https://orcid.org/0000-0001-6901-4767
Zoran Kapelan
Professor, Dept. of Water Management, Faculty of Civil Engineering and Geosciences, Delft Univ. of Technology, Stevinweg 1, 2628CN Delft, Netherlands.

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  • Exploring Hydraulic Impacts of Downstream Water Levels on the Drainage Capacity of a Stormwater Pipe, Journal of Hydraulic Engineering, 10.1061/JHEND8.HYENG-14019, 150, 5, (2024).

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