TECHNICAL PAPERS
Feb 1, 1983

Air Voids at Downshaft‐tunnel Bends

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 2

Abstract

In closed conduit water flows containing a small amount of free air, an air void can form at a bend which connects a vertical shaft to a horizontal tunnel. A sudden reduction in the water flow rate can cause this void to vent back up the shaft. Tests were conducted on eight perspex pipe bends whose center‐line radius varied from 0.5 times–1.5 times the pipe diam, and over a range of pipe diameters from 2.8 in.–7.5 in. (0.072 m–0.190 m). The air volumetric flow rate was up to 2% of the water volumetric flow rate. A combined theoretical and analytical approach yielded equations which can be used to predict void formation and venting at a downshaft‐tunnel bend. Extrapolation of the results shows that these voids will not occur in large diameter bends with moderate air flows.

Get full access to this article

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

References

1.
“Factors Influencing Flow in Large Conduits,” Journal of the Hydraulics Division, ASCE, Vol. 91, No. HY6, 1965, pp. 123–152.
2.
Gandenberger, W., Uber die Wirtschaftliche und betriebssichere Gestaltung von Fernwasserleitungen, R. Oldenbourg Verlag, Munich, Germany, 1957.
3.
Goldring, B. T., “A Comparison of Air Entrainment Theories using Siphon Priming Calculations,” Memorandum No. LM/ENG/444, Central Electricity Research Labs., Leatherhead, Surrey, 1980.
4.
Inoue, M., “Estimation of Head Loss due to Air Pockets and Hydraulic Jump in a Downward Sloping Pipe,” CEGB translation No. C.E. 7752, 1981, Transactions Japan Society of Irrigation, Drainage and Reclamation Engineering, No. 77, 1978, pp. 27–31.
5.
Kalinske, A. A., and Robertson, J. M., “Closed Conduit Flow,” Transactions, ASCE, Vol. 108, 1943, pp. 1435–1447.
6.
“Methods for the Measurement of Fluid Flow in Pipes,” British Standard No. B.S. 1042: Part 1: 1964, British Standards Institution, London, 1964.
7.
Thomas, N. H., “Hydraulic Model Distortion: Scaling Analysis of Air Detainment,” presented at the September 22–24, 1982, International Conference on the Hydraulic Modelling of Civil Engineering Structures, held at Coventry, England.
8.
Tunstall, M. J., and Harvey, J. K., “On the Effect of a Sharp Bend in a Fully Developed Turbulent Pipe‐Flow,” Journal of Fluid Mechanics, Vol. 34, Pt. 3, 1968, pp. 595–608.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 2February 1983
Pages: 189 - 198

History

Published online: Feb 1, 1983
Published in print: Feb 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Barry T. Goldring
Research Officer, Central Electricity Research Labs., Kelvin Avenue, Leatherhead, Surrey KT22 7SE, England

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.

Cited by

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