TECHNICAL NOTES
Mar 1, 1987

Influence of Culvert Shape on Outlet Scour

Publication: Journal of Hydraulic Engineering
Volume 113, Issue 3

Abstract

A flume study is conducted to determine culvert shape influence on the scour geometry at culvert outlets. Twenty-six experiments are performed in which flows discharged for 316 minutes through circular, arch, square and rectangular shaped culverts and the resulting scour holes are documented. The scour hole dimensions for the arch, square and rectangular shaped culverts are normalized and compared to the scour hole dimensions for the circular culvert. Culvert shape significantly influenced the scour dimensions compared to the scour dimensions determined using the circular shape culvert. A series of expressions are developed correlating the dimensionless scour hole parameters of depth, width, length and volume to the modified discharge intensity. The denominator of the modified discharge intensity parameter, termed the culvert shape factor, compensates for shape differences for comparison.

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References

1.
Abt, S. R., Donnell, C. A., Ruff, J. F., and Doehring, F. K., “Culvert Slope and Shape Effects on Outlet Scour,” Transportation Research Record, No. 1017, 1985.
2.
Bohan, J. P., “Erosion and Riprap Requirements at Culvert and Storm‐Drain Outlets,” Hyd. Laboratory Investigation, Report H‐70‐2, U.S. Army Waterways Experiment Station, Vicksburg, Miss., 1970.
3.
Chen, Y. H., “Scour at Outlets of Box Culverts,” M.S. Thesis, Colorado State University, Fort Collins, Colo., 1970.
4.
Donnell, C. A., and Abt, S. R., “Culvert Shape Effects of Localized Scour,” Hydr. Engineering Publication, Colorado State Univ., CER82‐83CAD‐SRA42, 1983.
5.
Fletcher, B. P., and Grace, J. L., Jr., “Practical Guidance for Estimating and Controlling Erosion at Culvert Outlets,” Hyd. Laboratory Investigation, Report H‐72‐50, U.S. Army Waterways Experiment Station, Vicksburg, Miss., 1972.
6.
Grace, J. L., Jr., “Erosion Control at Culvert Outlets,” Presented at the American Society of Civil Engineers Annual Meeting, Hollywood, Fla., Oct., 1980, pp. 1–14.
7.
Mendoza, C., “Headwall Influence on Scour at Culvert Outlets,” M.S. Thesis, Colorado State University, Fort Collins, Colo., 1980.
8.
Milt, W. C., and Kabin, J., “Impingement of Water Jets on Nonuniform Stream Bed,” Journal of Hydraulic Engineering, ASCE, Vol. 109, No. 4, Apr., 1983, pp. 536–548.
9.
Ruff, J. F., Abt, S. R., Mendoza, C., Shaikh, A., and Kloberdanz, R., “Scour at Culvert Outlets in Mixed Bed Materials,” Report for the Office of Research and Development, Federal Highway Administration, U.S. DOT, Contract DOTFH‐11‐922‐7, Washington, D.C., 1981.
10.
U.S. Department of Transportation, “Hydraulic Design of Energy Dissipators for Culverts and Channels,” Chapter V, Hydraulic Engineering Circular No. 14, Office of Engineering, Federal Highway Administration, Washington, D.C., Sept., 1983.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 113Issue 3March 1987
Pages: 393 - 400

History

Published online: Mar 1, 1987
Published in print: Mar 1987

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Authors

Affiliations

S. R. Abt
Assoc. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
J. F. Ruff, Members, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
F. K. Doehring, A. M. ASCE
Research Asst., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
C. A. Donnell
Major, Deputy Dist. Engrg., U.S. A.C.E., Charleston Engrg. Dist., Charleston, SC 29402

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