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Manning roughness factors for concrete sewer pipe
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.
Manning roughness factors for concrete sewer pipe
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.
Manning roughness factors for concrete sewer pipe
ASCE -- Proc (J Sanitary Eng Div)
Santry, Jr., I.W. (Autor:in)
1962
24 pages
Aufsatz (Zeitschrift)
Englisch
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Manning n for Cast-in-Place Concrete Pipe
ASCE | 2021
|Manning n for cast-in-place concrete pipe
Engineering Index Backfile | 1969
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