Different approaches to two-dimensional numerical modelling of natural watercourses
Results obtained by analysis of three different approaches to numerical modelling of open watercourses are presented in the paper. Two examples of flow, uniform flow on the physical model of a curve at the Tisza River and nonuniform flow at the Danube River, are analysed. Standard error analysis has...
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Croatian Association of Civil Engineers
2017-12-01
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Series: | Građevinar |
Online Access: | https://doi.org/10.14256/JCE.1556.2016 |
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doaj-369f028ca1e44b50b3aff2b8c001ca112020-11-24T21:51:05ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952017-12-016912.1125113510.14256/JCE.1556.2016192789Different approaches to two-dimensional numerical modelling of natural watercoursesZoltan HorvatMirjana HorvatNikola RosićBudo ZindovićRadomir KaporResults obtained by analysis of three different approaches to numerical modelling of open watercourses are presented in the paper. Two examples of flow, uniform flow on the physical model of a curve at the Tisza River and nonuniform flow at the Danube River, are analysed. Standard error analysis has revealed that results of the similar order of magnitude are obtained in implementation of two numerical methods in which computational grids are used, while the method in which computational grid is not used, i.e. the smoothed particle hydrodynamics method, requires further improvements to enable successful modelling of the gradually variable flow.https://doi.org/10.14256/JCE.1556.2016 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Zoltan Horvat Mirjana Horvat Nikola Rosić Budo Zindović Radomir Kapor |
spellingShingle |
Zoltan Horvat Mirjana Horvat Nikola Rosić Budo Zindović Radomir Kapor Different approaches to two-dimensional numerical modelling of natural watercourses Građevinar |
author_facet |
Zoltan Horvat Mirjana Horvat Nikola Rosić Budo Zindović Radomir Kapor |
author_sort |
Zoltan Horvat |
title |
Different approaches to two-dimensional numerical modelling of natural watercourses |
title_short |
Different approaches to two-dimensional numerical modelling of natural watercourses |
title_full |
Different approaches to two-dimensional numerical modelling of natural watercourses |
title_fullStr |
Different approaches to two-dimensional numerical modelling of natural watercourses |
title_full_unstemmed |
Different approaches to two-dimensional numerical modelling of natural watercourses |
title_sort |
different approaches to two-dimensional numerical modelling of natural watercourses |
publisher |
Croatian Association of Civil Engineers |
series |
Građevinar |
issn |
0350-2465 1333-9095 |
publishDate |
2017-12-01 |
description |
Results obtained by analysis of three different approaches to numerical modelling of open watercourses are presented in the paper. Two examples of flow, uniform flow on the physical model of a curve at the Tisza River and nonuniform flow at the Danube River, are analysed. Standard error analysis has revealed that results of the similar order of magnitude are obtained in implementation of two numerical methods in which computational grids are used, while the method in which computational grid is not used, i.e. the smoothed particle hydrodynamics method, requires further improvements to enable successful modelling of the gradually variable flow. |
url |
https://doi.org/10.14256/JCE.1556.2016 |
work_keys_str_mv |
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1725880580703256576 |