Resistance to Flow in Two Types of Concrete Pipe

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Resistance to Flow in Two Types of Concrete Pipe

Published Date

1960-12

Publisher

St. Anthony Falls Hydraulic Laboratory

Type

Working Paper

Abstract

Experimental studies were performed on 24-in. and 36-in. concrete culvert pipe to determine the effect of interior surface finishes and joint irregularities on the frictional resistance of the pipe. Cast and vibrated pipe and machine-tamped pipe were used in the tests. The studies are grouped into several more or less related categories.

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Technical Paper Series B
22

Funding information

The State Road Department of Florida; The Bureau of Public Roads

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Straub, Lorenz G.; Bowers, Charles A.; Pilch, Meir. (1960). Resistance to Flow in Two Types of Concrete Pipe. Retrieved from the University Digital Conservancy, https://hdl.handle.net/11299/108034.

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