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A platform for research: civil engineering, architecture and urbanism
Flow characteristics and roughness coefficients of sewer pipes
Pipes tested as project of Ohio State University Research Foundation were 8 in. diam, standard strength, vitrified clay and asbestos cement; 3 ft lengths of clay pipe were jointed with jute; cement asbestos pipe were jointed with rubber rings; roughness coefficients were all between 0.0085 and 0.012; charts show velocity and discharge versus depth of flow, respectively.
Flow characteristics and roughness coefficients of sewer pipes
Pipes tested as project of Ohio State University Research Foundation were 8 in. diam, standard strength, vitrified clay and asbestos cement; 3 ft lengths of clay pipe were jointed with jute; cement asbestos pipe were jointed with rubber rings; roughness coefficients were all between 0.0085 and 0.012; charts show velocity and discharge versus depth of flow, respectively.
Flow characteristics and roughness coefficients of sewer pipes
Pub Works
Cosens, K.W. (author)
Public Works ; 84
1953
2 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
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