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Abstract
The paper focuses mainly on laboratory investigations of transient and transcritical flow in a single pipe of a sewer system. The aim of this paper is to present a comparison between pressure values calculated by an improved McCormack scheme and those measured at the hydraulic laboratory of the Gdansk University of Technology, which were observed inside a pipe in an experiment for water flow with pressurization. The analysis proves that the numerical approach applied to flow simulation is a sufficiently accurate and reliable technique for predicting the basic parameters of storm sewer flow.
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- Accepted or Published Version
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/heem-2015-0014
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- Category:
- Articles
- Type:
- artykuły w czasopismach recenzowanych i innych wydawnictwach ciągłych
- Published in:
-
Archives of Hydro-Engineering and Environmental Mechanics
no. Vol. 61,
pages 205 - 215,
ISSN: 1231-3726 - Language:
- English
- Publication year:
- 2014
- Bibliographic description:
- Szydłowski M.: Experimental Verification of Storm Sewer Transient Flow Simulation// Archives of Hydro-Engineering and Environmental Mechanics. -Vol. Vol. 61., iss. No. 3-4 (2014), s.205-215
- DOI:
- Digital Object Identifier (open in new tab) 10.1515/heem-2015-0014
- Verified by:
- Gdańsk University of Technology
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