Manning Roughness Factors for Concrete Sewer Pipeby Santry, Jr.,
Serial Information: Journal of the Sanitary Engineering Division, 1962, Vol. 88, Issue 3, Pg. 115-138
Document Type: Journal Paper
Discussion: (See full record)
Study of roughness characteristics of high quality concrete pipe of 6 in., 8 in., and 12 in. diam; full flow conditions were determined with just slight pressure head existing on lines; Manning roughness factor studied under steady uniform and steady nonuniform flow and related to partial depth of flow, Reynolds number, and Froude number; discharge conditions are related to partial depths of flow; design recommendations.
Subject Headings: Nonuniform flow | Concrete pipes | Pressurized flow | Hydraulic roughness | Pipelines | Head (fluid mechanics) | Steady flow | Reynolds number
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