z-logo
open-access-imgOpen Access
KONVERGENSI NUMERIK FLUKS RUSANOV DAN HLLE PADA METODE BEDA VOLUM UNTUK MENGHAMPIRI PERSAMAAN AIR DANGKAL
Author(s) -
N R Eko Meidianto,
P. H. Gunawan,
Arini Rohmawati
Publication year - 2018
Publication title -
e-jurnal matematika
Language(s) - English
Resource type - Journals
ISSN - 2303-1751
DOI - 10.24843/mtk.2018.v07.i02.p190
Subject(s) - waves and shallow water , shallow water equations , mathematical analysis , mathematics , flux (metallurgy) , finite volume method , convergence (economics) , error analysis , wave equation , geometry , physics , mechanics , materials science , thermodynamics , economics , metallurgy , economic growth
This one-dimensional simulation is performed to find the convergence of different fluxes on the water wave using shallow water equation. There are two cases where the topography is flat and not flat. The water level and grid of each simulation are made differently for each case, so that the water waves that occur can be analyzed. Many methods can be used to approximate the shallow water equation, one of the most used is the finite volume method. The finite volume method offers several numerical solutions for approximate shallow water equation, including Rusanov and HLLE. The derivation result of the numerical solution is used to approximate the shallow water equation. Differences in numerical and topographic solutions produce different waves. On flat topography, the rusanov flux has an average error of 0.06403 and HLLE flux with an average error of 0.06163. While the topography is not flat, the rusanov flux has a 1.63250 error and the HLLE flux has an error of 1.56960.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here