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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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- Accepted or Published Version
- License
- Copyright (Springer International Publishing AG 2018)
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- 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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