TECHNICAL PAPERS
Dec 1, 2008

Entrance Loss Coefficients and Inlet Control Head–Discharge Relationships for Buried-Invert Culverts

Publication: Journal of Irrigation and Drainage Engineering
Volume 134, Issue 6

Abstract

In current practice, entrance loss coefficients and inlet control head–discharge relationships for buried-invert culverts designed for fish passage applications are either ignored or approximated using traditional culvert design data due to a lack of data specific to these alternative culvert geometries. This study experimentally determined entrance loss coefficients and inlet control head–discharge relationships for circular culverts with invert burial depths of 20, 40, and 50% and an elliptical culvert with 50% invert burial depth. In general, the inlet loss coefficients for buried-invert culverts were higher than for traditional culverts of the same cross-sectional shape without invert burial. The influence of approach flow conditions (ponded or channelized) on inlet loss coefficients and inlet control head–discharge relationships was also investigated. This paper outlines the experimental methods used to determine entrance loss coefficients and inlet control head–discharge regression constants relative to these alternative culvert geometries and presents the data relevant to the hydraulic design and evaluation of these culverts.

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References

Bates, K., Barnard, B., Heiner, B., Klavas, J. P., and Powers, P. D. (2003). “Design of road culverts for fish passage.” Washington Dept. of Fish and Wildlife, Olympia, Wash.
Flammer, G. H., Jeppson, R. W., and Keedy, H. F. (1986). Fundamental principles and applications of fluid mechanics, Utah State Univ., Logan, Utah, and Vanderbilt Univ., Nashville, Tenn.
Jordan, M. C., and Carlson, R. F. (1987). “Design of depressed invert culverts.” Water Research Center, Univ. of Alaska, Fairbanks, Alaska.
Kline, S. J., and McClintock, F. A. (1953). “Describing uncertainties in single-sample experiments.” Mech. Eng. (Am. Soc. Mech. Eng.), 75, 3–8.
Norman, J. M., Houghtalen, R. J., and Johnston, W. J. (2001). “Hydraulic design series number 5 (HDS-5), hydraulic design of highway culverts.” Federal Highway Administration (FHwA), Washington, D.C.
Roberson, J. A., Cassidy, J. J., and Chaudhry, M. H. (1998). Hydraulic engineering, Wiley, New York.
Robinson, S. C. (2005). “Hydraulic characteristics of a buried invert elliptical culvert inlet and quantification of culvert exit loss.” MS thesis, Utah State Univ., Logan, Utah.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 134Issue 6December 2008
Pages: 831 - 839

History

Received: May 19, 2006
Accepted: Sep 15, 2008
Published online: Dec 1, 2008
Published in print: Dec 2008

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Authors

Affiliations

B. P. Tullis, M.ASCE [email protected]
Associate Professor, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering., Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200. E-mail: [email protected]
D. S. Anderson [email protected]
MS Student, Utah Water Research Lab, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200. E-mail: [email protected]
S. C. Robinson [email protected]
MS Student, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200. E-mail: [email protected]

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