Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in)
Public Works ; 84
1953
2 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Measurements of the hydraulic roughness of slimed sewer pipes
TIBKAT | 1982
|Estimation of Hydraulic Roughness of Concrete Sewer Pipes by Laser Scanning
Online Contents | 2016
|Estimation of Hydraulic Roughness of Concrete Sewer Pipes by Laser Scanning
Online Contents | 2017
|British Library Online Contents | 2005