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.


Original document

The different versions of the original document can be found in:

http://dx.doi.org/10.1007/978-94-017-2677-1_10
https://vbn.aau.dk/ws/files/39089110/Measurements%20and%20Computations%20of%20Transients%20in%20Pumped%20Sewer%20Plastic%20Mains.pdf
https://link.springer.com/chapter/10.1007%2F978-94-017-2677-1_10,
https://core.ac.uk/display/60324954,
http://vbn.aau.dk/files/39089110/Measurements%20and%20Computations%20of%20Transients%20in%20Pumped%20Sewer%20Plastic%20Mains.pdf,
https://vbn.aau.dk/en/publications/measurements-and-computations-of-transients-in-pumped-sewer-plastic-mains(5eef8b20-9c2d-11db-8ed6-000ea68e967b).html,
https://rd.springer.com/chapter/10.1007/978-94-017-2677-1_10,
https://academic.microsoft.com/#/detail/170900792
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Published on 01/01/1992

Volume 1992, 1992
DOI: 10.1007/978-94-017-2677-1_10
Licence: CC BY-NC-SA license

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