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...

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Bibliographic Details
Main Authors: MICHAŁ SZYDŁOWSKI, JUSTYNA MACHALIŃSKA-MURAWSKA
Format: Article
Language:English
Published: Gdańsk University of Technology 2012-01-01
Series:TASK Quarterly
Subjects:
Online Access:https://journal.mostwiedzy.pl/TASKQuarterly/article/view/1951