Different approaches to two-dimensional numerical modelling of natural watercourses
Abstract
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.
Keywords:
2D flow / finite element method / finite difference method / smoothed particle hydrodynamics methodSource:
Građevinar, 2017, 69, 12, 1125-1135Publisher:
- Union of Croatian Civil Engineers and Technicians
Funding / projects:
- Monitoring and Modeling of Rivers and Reservoirs (MORE) - Physical, Chemical, Biological and Morphodynamic Parameters (RS-37009)
- Urban Drainage Systems as Key Infrastructure in Cities and Towns (RS-37010)
DOI: 10.14256/JCE.1556.2016
ISSN: 0350-2465