NUMERICAL SIMULATION OF TRANSIENT FLOW IN STORM SEWERS USING STANDARD AND IMPROVED MCCORMACK SCHEME
This paper describes the results of the first part of the research project which aims at developing a hydraulic model for simulation of unsteady flows in storm sewers ranging from gravity flows to surcharged flows resulting with water outflow on the ground surface and propagation of inundation in t...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
Gdańsk University of Technology
2012-01-01
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Series: | TASK Quarterly |
Subjects: | |
Online Access: | https://journal.mostwiedzy.pl/TASKQuarterly/article/view/1951 |