Technical Papers
Sep 8, 2022

Experimental Investigation of the Emptying Process and Air Cavity Dynamic in Pipelines

Publication: Journal of Irrigation and Drainage Engineering
Volume 148, Issue 11

Abstract

The emptying process of initially stagnant full-pipe flows in sewer systems and water transmission lines was extensively studied in the literature. The following air intrusion and depressurization wavefronts can cause several issues such as the collapse of pipes, damage to joints, and valves. However, there is a lack of study on the emptying process when the flow has initial velocity. Thus, the present study focuses on the emptying process of a full-pipe flow with an initial flow rate, which decreases during the emptying process. For this purpose, two experiments without and with initial flow rates were performed in a reservoir-circular pipe system. In both experiments, an air cavity intrusion starts downstream of the pipe at the top of the free-surface flow and propagates upstream. It was found that when there is no initial flow rate, the pressure inside the cavity is atmospheric. However, when there is an initial flow rate, at the onset of the air intrusion, a subatmospheric pressure develops inside the air cavity. It was also found that the magnitude of this subatmospheric pressure decreases when the cavity further propagates upstream. In addition, when there is an initial flow rate, the cavity appears at a certain driving pressure.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. These data correspond to:
Flow number upstream (F2), downstream (F5), and nondimensional celerity (w/gD), for H/D=1.5 and 1.8.
Values of the measured parameters y5/D, P5/D, and |pc|/D, for H/D=1.5 and 1.8.
Pressure in the sensors and water depth’s profile below the air cavity, when the sensors are located downstream of the pipe, for H/D=1.5 and 1.8.

Acknowledgments

The writers would like to express their gratitude to the Natural Sciences and Engineering Research Council of Canada (NSERC) for the financial support.

References

Benjamin, T. B. 1968. “Gravity currents and related phenomena.” J. Fluid Mech. 31 (2): 209–248. https://doi.org/10.1017/S0022112068000133.
Bergant, A., A. R. Simpson, and A. S. Tijsseling. 2006. “Water hammer with column separation: A historical review.” J. Fluids Struct. 22 (2): 135–171. https://doi.org/10.1016/j.jfluidstructs.2005.08.008.
Besharat, M., O. E. Coronado-Hernández, V. S. Fuertes-Miquel, M. T. Viseu, and H. M. Ramos. 2018. “Backflow air and pressure analysis in emptying a pipeline containing an entrapped air pocket.” Urban Water J. 15 (8): 769–779. https://doi.org/10.1080/1573062X.2018.1540711.
Bousso, S., M. Daynou, and M. Fuamba. 2014. “Mixed flows with depressurizing wave front in circular pipe.” J. Irrig. Drain. Eng. 140 (1): 04013007. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000665.
Cardle, J. A. 1984. “An investigation of hydraulic transients in combination free surface and pressurized flows.” Ph.D. thesis, Faculty of the Graduate School, Univ. of Minnesota.
Cardle, J. A., C. C. Song, and M. Yuan. 1989. “Measurements of mixed transient flows.” J. Hydraul. Eng. 115 (2): 169–182. https://doi.org/10.1061/(ASCE)0733-9429(1989)115:2(169).
Coronado-Hernández, O., V. Fuertes-Miquel, and F. Angulo-Hernández. 2017. “Emptying operation of water supply networks.” Water 10 (1): 22. https://doi.org/10.3390/w10010022.
Coronado-Hernández, O. E., V. S. Fuertes-Miquel, M. Besharat, and H. M. Ramos. 2018. “Subatmospheric pressure in a water draining pipeline with an air pocket.” Urban Water J. 15 (4): 346–352. https://doi.org/10.1080/1573062X.2018.1475578.
León, A. S., M. S. Ghidaoui, A. R. Schmidt, and M. H. García. 2010. “A robust two-equation model for transient-mixed flows.” J. Hydraul. Res. 48 (1): 44–56. https://doi.org/10.1080/1573062X.2018.1475578.
Li, J., and A. McCorquodale. 1999. “Modeling mixed flow in storm sewers.” J. Hydraul. Eng. 125 (11): 1170–1180. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:11(1170).
Montes, J. S. 1997. “Transition to a Free-surface flow at end of a horizontal conduit.” J. Hydraul. Res. 35 (2): 225–241. https://doi.org/10.1080/00221689709498428.
Pozos, O., C. A. Gonzalez, J. Giesecke, W. Marx, and E. A. Rodal. 2010. “Air entrapped in gravity pipeline systems.” J. Hydraul. Res. 48 (3): 338–347. https://doi.org/10.1080/00221686.2010.481839.
Song, C. C. S., J. A. Cardie, and K. S. Leung. 1983. “Transient mixed-flow models for storm sewers.” J. Hydraul. Eng. 109 (11): 1487–1504. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:11(1487).
Zukoski, E. E. 1966. “Influence of viscosity, surface tension, and inclination angle on motion of long bubbles in closed tubes.” J. Fluid Mech. 25 (4): 821–837. https://doi.org/10.1017/S0022112066000442.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 148Issue 11November 2022

History

Received: Jul 15, 2021
Accepted: Jul 2, 2022
Published online: Sep 8, 2022
Published in print: Nov 1, 2022
Discussion open until: Feb 8, 2023

Permissions

Request permissions for this article.

ASCE Technical Topics:

Authors

Affiliations

Master’s Student, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, P.O. 6079, Station Centre-Ville, Montréal, QC, Canada H3C 3A7 (corresponding author). ORCID: https://orcid.org/0000-0001-5173-8927. Email: [email protected]
Arman Rokhzadi, Ph.D., M.ASCE [email protected]
Research Associate, Postdoctoral Researcher, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, P.O. 6079, Station Centre-Ville, Montréal, QC, Canada H3C 3A7. Email: [email protected]
Musandji Fuamba, Ph.D., M.ASCE [email protected]
Professor, Dept. of Civil, Geological and Mining Engineering, Polytechnique Montréal, P.O. 6079, Station Centre-Ville, Montréal, QC, Canada H3C 3A7. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share