| Issue |
ITM Web Conf.
Volume 23, 2018
XLVIII Seminar of Applied Mathematics
|
|
|---|---|---|
| Article Number | 00024 | |
| Number of page(s) | 7 | |
| DOI | https://doi.org/10.1051/itmconf/20182300024 | |
| Published online | 07 November 2018 | |
The influence of weight coefficients in the Preissman scheme on flows in the lower Odra river network using the Hec-Ras software
West Pomeranian University of Technology in Szczecin, Faculty of Civil Engineering and Architecture, Department of Water Construction
* Corresponding author: Robert.Manko@zut.edu.pl
Mathematical modelling of water flows processes in rivers and open channels for many years has been target of researches for hydrotechnics and hydrologists. For flows forecasting in open channels models based on one-dimensional equations are mostly used. This models are assuming that the main flow component is parallel to the channel axis is substantially larger than others, so it can ignore them. One of the most effective methods for solving de Saint-Venant equations is the finite difference method with using four-point Preissman Scheme. In this paper an analysis of the impact of Preissman weighting parameters on flows in the lower Odra river network.
© The Authors, published by EDP Sciences, 2018
This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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