Estimating Culvert Scour in Cohesive Materialby Steven R. Abt, (A.M.ASCE), Asst. Prof. of Civ. Engrg.; Colorado State Univ., Fort Collins, Colo. 80523,
James F. Ruff, (M.ASCE), Head, Civ. Engrg. Dept.; Banner Assoc., Inc., Laramie, Wyo.,
Serial Information: Journal of the Hydraulics Division, 1982, Vol. 108, Issue 1, Pg. 25-34
Document Type: Journal Paper
An investigation of scour at culvert outlets in a cohesive bed material is presented. Twelve experiments of 1000 minutes duration were conducted using a cohesive bed material. Culvert 27.3 cm (10-in.), 35.6 cm (14-in.) and 45.7 cm (18-in.) diameters were tested with discharges ranging from 0.054 m³/sec + 0.824 m³/sec (1.91 cfs to 29.13 cfs). The tailwater elevation was maintained at 0.45 D ± 0.05 D above the culvert invert where D is the diameter of the culvert. The results yielded a series of empirical relationships expressing the depth, width, length and volume of scour as a function of the culvert diameter, culvert outlet velocity, soil plasticity index, soil shear strength and fluid density. General observations concerning scour hole formation, growth and stabilization are reported.
Subject Headings: Culverts | Scour | Bed materials | Soil strength | Fluid velocity | Shear strength | Tailwater
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