Technical Papers
Mar 22, 2013

Baffle-Drop Structure Design Relationships

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 9

Abstract

A baffle-drop structure is a flow conveyance structure that can be used for transport of urban storm water down to underground storage tunnels. The water cascades down the structure from baffle to baffle and plunges into a pool at the bottom from where it is conveyed to the tunnel through an adit. The structure has been used successfully in a limited number of urban drainage schemes. However, its hydraulics and air entrainment characteristics are not fully understood. Using a series of laboratory experiments, an analysis has been tested and validated that may be used for design. The analysis provides a dimensionless relationship between key variables, including design discharge, shaft diameter, baffle spacing, and position of a vertical wall dividing the shaft in a dry and a wet portion. Using this relationship the shaft can be designed to maintain atmospheric pressure throughout its height with little or no air being entrained into the tunnel.

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Acknowledgments

This paper is based in part on results of laboratory tests conducted at IIHR-Hydroscience and Engineering for the Regional Municipality of York, the Northeast Ohio Regional Sewer District, and the City of Indianapolis.

References

Ervine, D. A., and Kolkman, P. A. (1980). “Air entrainment and transport in closed conduit hydraulic structures.” Delft Hydraulics Laboratory, Delft, Netherlands.
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Jain, S. C., and Kennedy, J. F. (1983). “Vortex-flow drop structures for the Milwaukee Metropolitan Sewerage District inline storage system,”, Univ. of Iowa, Iowa City, IA.
Lyons, T. C., and Odgaard, A. J. (2010). “Hydraulic model studies for the Regional Municipality of York Southeast collector drop structures.”, Univ. of Iowa, Iowa City, IA.
Lyons, T. C., Odgaard, A. J., and Craig, A. (2011). “Baffle drop structure design and hydraulic model studies for the City of Indianapolis Fall Creek/White River tunnel system.”, Univ. of Iowa, Iowa City, IA.
Lyons, T. C., Odgaard, A. J., and Jain, S. C. (2007). “Hydraulic model study for the Northeast Ohio Regional Sewer District Euclid Creek tunnel/baffle drop structure.”, Univ. of Iowa, Iowa City, IA.
Margevicius, A., Lyons, T., Schreiber, A., Switalski, R., Benton, S., and Glovick, S. (2009). “A baffling solution to a complex problem involving sewage drop structures.” Proc., 33rd IAHR Congress: Water Engineering for a Sustainable Environment, IAHR, Madrid, Spain.
McKeogh, E. J., and Ervine, D. A. (1981). “Air entrainment rate and diffusion pattern of plunging liquid jets.” Chem. Eng. Sci., 36(7), 1161–1172.
U.S. Army Corps of Engineers. (1997). “Tunnels and shafts in rock.” Chapter 6, Engineer Manual EM 1110-2-2901, Washington, DC.
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Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 9September 2013
Pages: 995 - 1002

History

Received: May 10, 2012
Accepted: Mar 20, 2013
Published online: Mar 22, 2013
Discussion open until: Aug 22, 2013
Published in print: Sep 1, 2013

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Authors

Affiliations

A. Jacob Odgaard [email protected]
F.ASCE
Professor, Civil and Environmental Engineering, and Research Engineer, IIHR-Hydroscience and Engineering, Univ. of Iowa, Iowa City, IA 52242-1585 (corresponding author). E-mail: [email protected]
Troy C. Lyons
Director of Engineering Services, IIHR-Hydroscience and Engineering, Univ. of Iowa, Iowa City, IA 52242-1585.
Andrew J. Craig
Hydraulic Engineer, IIHR-Hydroscience and Engineering, Univ. of Iowa, Iowa City, IA 52242-1585.

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