Unified Culvert Scour Determination
Publication: Journal of Hydraulic Engineering
Volume 110, Issue 10
Abstract
An investigation conducted to derive a design procedure for estimating the dimensions of scour in a variety of noncohesive materials at culvert outlets is presented. Scour hole dimensions of depth, width, length and volume are correlated to the discharge intensity, mean grain diameter and standard deviation of grain diameters. A single relationship is determined for each scour hole dimension for a variety of bed materials.
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References
1.
Hunstberger, D. V., and Billingsley, P., Elements of Statistical Inference, Allyn and Bacon, Inc., 1977.
2.
Kloberdanz, R. L., “Localized Culvert Scour in Noncohesive Bed Material,” thesis presented to Colorado State University, at Fort Collins, Colo., in 1982, in partial fulfillment of the requirements for the degree of Master of Science.
3.
Mendoza, C., “Headwall Influence on Scour at Culvert Outlets,” thesis presented to Colorado State University, at Fort Collins, Colo., in 1980, in partial fulfillment for the degree of Master of Science.
4.
Mendoza, C., Abt, S. R., and Ruff, J. F., “Headwall Influence on Scour at Culvert Outlets,” Journal of Hydraulic Engineering, ASCE, Vol. 109, No. 7, Paper 18076, July, 1983.
5.
Ruff, J. F., Abt, S. R., Mendoza, C., Shaihk, A., and Kloberdanz, R. C., “Scour of Culvert Outlets in Mixed Bed Materials,” Report No. FHWA/RD‐82/011, Prepared for the U.S. Department of Transportation, Federal Highway Administration, Sept., 1982.
6.
Shaihk, A., “Scour in Gravel Culvert Outlets,” thesis presented to Colorado State University, at Fort Collins, Colo., in 1980, in partial fulfillment of the requirements for the degree of Master of Science.
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Copyright © 1984 ASCE.
History
Published online: Oct 1, 1984
Published in print: Oct 1984
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