Possible causes of failures of wastewater inverted siphons under the bottom of the Vistula River in Warsaw in the years 2019 and 2020
DOI:
https://doi.org/10.36119/15.2023.7-8.5Keywords:
inverted siphon pipeline, Vistula River, water hammer, pipeline failure, wastewater transmission systemAbstract
A list of possible causes of failures of the sewage transport system under the Vistula River in Warsaw at the end of August 2019 and 2020 was presented. The errors leading to the failures were categorized into design, construction, and operational issues. The primary reasons for both failures were identified as design errors and deviations from the original design project, along with construction errors.
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References
Temporelli G., De Novellis F. Hydraulic engineering of inverted siphons in Roman age: a review. Water Supply 10 (3): 445–452, 2010. DOI 10.2166/ws.2010.110
Fomin K. Project Profile – Moscow inverted siphon. Inżynieria Bezwykopowa, special edition NO-DIG 2008.
Kolonko A. Nie tylko Czajka – przerzut ścieków żelbetowym syfonem tunelowym pod Elbą w Hamburgu. Instal 11: 47–49, 2020. DOI 10.36119/15.2020.11.7
