Manning Roughness Factors for Concrete Sewer Pipeby Jr. Santry,
Serial Information: Journal of the Sanitary Engineering Division, 1962, Vol. 88, Issue 3, Pg. 115-138
Document Type: Journal Paper
Discussion: DataNotAvailable (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: Concrete pipes | Pipelines | Sewers | Nonuniform flow | Pressurized flow | Hydraulic roughness | Steady flow | Reynolds number | Head (fluid mechanics)
Services: Buy this book/Buy this article
Return to search