Chapter
Aug 30, 2024
Hydraulic Field and Lab Testing of PVC Pipe
Authors: Jay Parvez, P.E. [email protected], Steven Barfuss, P.E. [email protected], and Aaron Herbovitz [email protected]Author Affiliations
Publication: Pipelines 2024
ABSTRACT
Knowing the accurate hydraulic friction factor of a pipe is important to properly understand and design various aspects of a pressure or gravity pipeline project, such as pipe size, flow velocity, and pump size. To aid in determining values that should be used for design of PVC pipe, hydraulic laboratory testing on new PVC pipe has been performed, as well as field C-Factor testing on a 40-year-old PVC water main. This paper will provide the findings of the laboratory and field tests, and it will present how hydraulic factors, such as C-Factors, vary with Reynold’s number and pipe age. This paper will also discuss the pros and cons of performing laboratory and field hydraulic tests, along with how these test results coincide with current industry recommended values.
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REFERENCES
Bennett, D., and Glaser, R. (2011). Common Pitfalls in Hydraulic Design of Large Diameter Pipelines: Case Studies and Good Design Practice. ASCE Pipelines.
Bishop, R. (1978). Hydraulic Characteristics of PVC Pipe in Sanitary Sewers (A Report of Field Measurements). Utah State University.
Rennels, D., and Hudson, H. (2012). Pipe Flow, A Practical and Comprehensive Guide.
Grayman, W., et al. (2006). Calibrating Distribution System Models with Fire-Flow Tests. Journal AWWA.
Jones, G., et al. (2008). Pumping Station Design. 3rd Edition.
Kamand, F. Z. (1988). Hydraulic Friction Factors for Pipe Flow, Journal of Irrigation and Drainage Engineering, Vol. 114, No. 2.
Lamont, P. (1981). Common Pipe Flow Formulas Compared With the Theory of Roughness. Journal AWWA.
Neal, L., and Price, R. (1964). Flow Characteristics of PVC Sewer Pipe. Journal of the Sanitary Engineering Division. Proceedings of the American Society of Civil Engineers.
Walksi, T., et al. (2002). Computer Application in Hydraulic Engineering. 5th Edition.
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Published online: Aug 30, 2024
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1Uni-Bell PVC Pipe Association. Email: [email protected]
2Utah Water Research Laboratory, Utah State Univ. Email: [email protected]
3M.E. Simpson. Email: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.