Scour in Non-Cohesive Beds at Culvert Outletsby Aladdin Shaikh, Boyle Engineering Corp, Newport Beach, United States,
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: Scour | Bed materials | Particle size distribution | Parameters (statistics) | Soil analysis | Culverts | Empirical equations
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