DEVELOPMENT AND VERIFICATION OF A NUMERICAL MODEL FOR CALCULATION OF FLOW IN OPEN CHANNELS USING THE FINITE VOLUME METHOD
Abstract
The finite volume method is applied for solving the conservative Saint-Venant equations in case of a one-dimensional open channel flow with high temporal and spatial variability. A new shock-capturing discretisation scheme is proposed for computation of flow equations with source terms. The proposed scheme, called hybrid, combines adventages of flux-splitting and flux-difference-splitting schemes. Five benchmark tests are used to verify the hybrid scheme. The tests are: (1) Flow in a rectangular cross-section rough channel, (2) instantaneous dambreak over an horizontal, initially dry bed, (3) undercritical flow over a bump, (4) undercritical flow over a bump with change to supercritical flow, and (5) supercritical flow over a bump with hydraulic jump. The quality of the proposed scheme is evaluated and compared with that of well known flux-splitting and flux-difference-splitting schemes,. on the base of the average percentual error. Results show that the hybrid scheme has a good precision for calculation of highly unsteady, varied flow and that the model is able to consider a partially dry bed. The average percentual errors of the computations ranged from 0.0 to 5.4 % for flow depth and from 0.0 to 6.3 % for specific discharge.
Más información
Título según WOS: | DEVELOPMENT AND VERIFICATION OF A NUMERICAL MODEL FOR CALCULATION OF FLOW IN OPEN CHANNELS USING THE FINITE VOLUME METHOD |
Título según SCOPUS: | Development and verification of a numerical model for calculation of flow in open channels using the finite volume method |
Título de la Revista: | JOURNAL OF HYDROLOGY AND HYDROMECHANICS |
Volumen: | 56 |
Número: | 3 |
Editorial: | VEDA, SLOVAK ACAD SCIENCES |
Fecha de publicación: | 2008 |
Página de inicio: | 190 |
Página final: | 200 |
Idioma: | English |
Notas: | ISI, SCOPUS |