Technical Papers
Feb 23, 2013

Investigation of Hydraulic Transients of Two Entrapped Air Pockets in a Water Pipeline

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 9

Abstract

Transient pressure associated with a rapidly filling pipeline containing two entrapped air pockets is investigated experimentally and numerically. A multiple-air-pocket elastic-water model considering multiple moving boundaries of water columns is developed by neglecting inertia and head loss of a short water column near air–water interfaces. The proposed model is validated by experimental data. Results show that when two air pockets in length are much different, the maximum pressure always arises in the smaller air pocket regardless of the blocking column’s length. The case of the upstream air pocket with a similar length to the downstream is the most complicated and dangerous because (1) the maximum pressure may alternately arise in two air pockets as the blocking column increases, and (2) interaction of two air pockets could cause a huge pressure surge, which is likely much higher than with only one air pocket. The existing single-air-pocket model cannot effectively simulate pressure surge of the two air pockets.

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Acknowledgments

The authors gratefully acknowledge the financial support from the National Natural Science Foundation of China (Grant No. 50979029 and No. 51209073), Specialized Research Fund for the Doctoral Program of Higher Education of China (Grant No. 20120094120002), and the China Scholar Council (CSC), File No. 2009671024.

References

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Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 9September 2013
Pages: 949 - 959

History

Received: May 10, 2012
Accepted: Feb 21, 2013
Published online: Feb 23, 2013
Discussion open until: Jul 23, 2013
Published in print: Sep 1, 2013

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Authors

Affiliations

Ling Zhou, Ph.D. [email protected]
Lecturer, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China (corresponding author). E-mail: [email protected]
Professor, College of Water Conservancy and Hydropower Engineering, Hohai Univ., 1 Xikang Rd., Nanjing 210098, China. E-mail: [email protected]
Bryan Karney [email protected]
M.ASCE
Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St. Toronto, ON, Canada M5S 1A4. E-mail: [email protected]

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