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Numerical Analysis of Steady Gradually Varied Flow in Open Channel Networks with Hydraulic Structures

Abstract

In this paper, a method for numerical analysis of steady gradually varied fl ow in channel networks with hydraulic structures is considered. For this purpose, a boundary problem for the system of ordinary differential equations consisting of energy equation and mass conservation equations is formulated. The boundary problem is solved using fi nite difference technique which leads to the system of non-linear algebraic equations. The arising system is solved with modi fi ed Picard method. The presented methodology is applicable to any channel network type and any type of hydraulic structure.

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Copyright (Springer International Publishing AG 2018)

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Details

Category:
Monographic publication
Type:
rozdział, artykuł w książce - dziele zbiorowym /podręczniku w języku o zasięgu międzynarodowym
Title of issue:
Free Surface Flows and Transport Processes strony 127 - 142
ISSN:
2190-5193
Language:
English
Publication year:
2018
Bibliographic description:
Artichowicz W., Gąsiorowski D.: Numerical Analysis of Steady Gradually Varied Flow in Open Channel Networks with Hydraulic Structures// Free Surface Flows and Transport Processes/ ed. Monika Barbara Kalinowska, Magdalena Maria Mrokowska, Paweł Mariusz Rowiński : , 2018, s.127-142
DOI:
Digital Object Identifier (open in new tab) 10.1007/978-3-319-70914-7
Verified by:
Gdańsk University of Technology

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