Scour in Non-Cohesive Beds at Culvert Outlets

by Aladdin Shaikh, Boyle Engineering Corp, Newport Beach, United States,



Document Type: Proceeding Paper

Part of: Hydraulic Engineering

Abstract:

An empirical relationship was developed to estimate the depth of scour in non-cohesive material at culvert outlets. The scour depth is expressed as a function of mean particle size of bed material and flow parameters. The paper incorporates results of the previous studies and develops a generalized relationship between estimated scour depth, mean particle size of the bed material and flow parameters.



Subject Headings: River and stream beds | Soil analysis | Bed materials | Empirical equations | Particle size distribution | Water flow | Parameters (statistics) | Scour

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