Abstract
Measurements of pressure and flow in a number of pumped plastic sewer mains have been carried out in order to compare the actual observed transients with computations. Primarily the situation following pump run-down has been studied. The investigation covered pipelines with steadily rising length profiles as well as pipelines with one or more high points. The comparisons emphasize the effects of cavitation and air pockets.
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References
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Larsen, T., Waterhammer at Pump Shut-down (WHPS). Programme Use Guide, Torben Larsen Hydraulics, Aalborg, Denmark
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© 1992 Springer Science+Business Media Dordrecht
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Larsen, T., Burrows, R. (1992). Measurements and Computations of Transients in Pumped Sewer Plastic Mains. In: Coulbeck, B., Evans, E.P. (eds) Pipeline Systems. Fluid Mechanics and Its Applications, vol 7. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-2677-1_10
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DOI: https://doi.org/10.1007/978-94-017-2677-1_10
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-4143-2
Online ISBN: 978-94-017-2677-1
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