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First published January 1996

Enhancement of the Culvert Outlet Scour Estimation Equations

Abstract

A study was conducted to simplify and broaden the procedures for estimating scour dimensions at culvert outlets. In addition, a means was sought to incorporate the influence of culvert shape, culvert slope, and culvert drop height into the scour prediction procedure. On the basis of a review of the literature and further analysis of existing outlet scour data, a general expression was developed relating the dimensions of scour to the culvert discharge, the hydraulic radius, time, and bed material gradation. Culvert-slope and drop-height coefficients were formulated and integrated into the outlet-scour prediction procedure. The results indicate that the 1983 HEC-14 scour calculation procedure can be more comprehensive and simplified for cohesionless materials.

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References

1. Corry M. L., Thompson P. L., Wyatts F. J., Jones J. S., and Richards D. C. Hydraulic Design of Energy Dissipators for Culverts and Channels. Hydraulic Engineering Circular 14, Office of Engineering, FHWA, Washington, D.C., 1975, Chapter 5.
2. Ruff J. F., Abt S. R., Mendoza C., Shaikh A., and Kloberdanz R. Scour at Culvert Outlets in Mixed Bed Materials. Report FHWA/RD-82/011. FHWA, 1982.
3. Rouse H. Experiments on the Mechanics of Sediment Suspension. Proceedings, Fifth International Congress for Applied Mechanics. John Wiley and Sons, Inc., New York, 1938.
4. Laursen E. M. Observations on the Nature of Scour. Proc., Fifth Hydraulic Conference, Bulletin 34, University of Iowa, Iowa City, 1952, pp. 179–197.
5. Bohan J. P. Erosion and Riprap Requirements at Culvert and Storm-Drain Outlets. Research Report H-70-2. U.S. Army Waterways Experiment Station, Vicksburg, Miss., 1970.
6. Fletcher B. P., and Grace J. L. Jr. Practical Guidance for Estimating and Controlling Erosion at Culvert Outlets. Miscellaneous paper H-72-5. U.S. Army Waterways Experiment Station, Vicksburg, Miss., 1972.
7. Thompson P. L., Richards D. L., and Jones J. S. Hydraulic Design of Energy Dissipators for Culverts and Channels. Hydraulic Engineering Circular 14 (HEC 14), Office of Engineering, FHWA, 1983.
8. Mendoza C. Headwall Influence on Scour at Culvert Outlets. Master's thesis. Colorado State University, Fort Collins, 1980.
9. Donnell C. A., and Abt S. R. Culvert Shape Effects on Localized Scour. Hydrographic Engineering Publications CER82-83CAD-SRA42. Colorado State University, Fort Collins, 1983.
10. Abt S. R., Donnell C. A., Ruff J. F., and Doehring F. K. Culvert Slope and Shape Effects on Outlet Scour. In Transportation Research Record 1017, 1985, pp. 24–30.
11. Abt S. R., Ruff J. F., and Doehring F. K. Culvert Slope Effects on Outlet Scour. ASCE Journal of Hydraulic Engineering, Vol. 111, No. 10, 1985, pp. 1363–1367.
12. Abt S. R., Ruff J. F., Doehring F. K., and Donnell C. A. Influence of Culvert Shape on Outlet Scour. ASCE Journal of Hydraulic Engineering, Vol. 113, No. 3, 1987, pp. 393–400.
13. Model Drainage Manual. Task Force on Hydrology and Hydraulics. AASHTO, Washington, D.C., Chapter 11, 1991.
14. Robinson A. R. Model Study of Scour from Cantilevered Outlets. Transactions, ASAE, Vol. 14, 1971, pp. 571–581.
15. Doehring F. K., and Abt S. R. Drop Height Influence on Outlet Scour. ASCE Journal of Hydraulic Engineering, Vol. 120, No. 12, 1994.
16. Blaisdell F. W., and Anderson C. L. A Comprehensive Generalized Study of Scour at Cantilevered Pipe Outlets, I, Background. Journal of Hydraulic Research, Vol. 26, No. 4, 1988, pp. 357–376.
17. Blaisdell F. W., and Anderson C. L. A Comprehensive Generalized Study of Scour at Cantilevered Pipe Outlets, II, Results. Journal of Hydraulic Research, Vol. 26, No. 5, 1988, pp. 509–524.

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Article first published: January 1996
Issue published: January 1996

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© 1996 National Academy of Sciences.
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Authors

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Steven R. Abt
Department of Civil Engineering, Colorado State University, Fort Collins, Colo. 80523.
Philip L. Thompson
Bridge Division, Federal Highway Administration, U.S. Department of Transportation, Washington, D.C. 20590.
Todd M. Lewis
Department of Civil Engineering, Colorado State University, Fort Collins, Colo. 80523.

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