Maqola

Currents with underwater porous obstacles

Umurdin DalabaevUniversity of World Economy and Diplomacy, 100007 Tashkent, UzbekistanNusratilla LatipovNational University of Uzbekistan, 100174 Tashkent, Uzbekistan

E3S Web of Conferencesjournal2024en

ABI

Annotatsiya

The work is devoted to the flow of incompressible fluid in an open flow with porous obstacles (vegetation, hill). For mathematical modeling of such flows, a single equation of suitability in the porous and free zone is used. The model is based on Rakhmatulin’s two-speed model. Numerical results of the hydrodynamic features of a two-dimensional viscous flow are presented. In the free zone, the equation turns into the Navier-Stokes equation, and in the porous region, into the Darcy- Forchheimer equation. For the numerical solution, the SIMPLE algorithm was used.

Mavzular

Lattice Boltzmann Simulation Studies Aquatic and Environmental Studies Advanced Numerical Methods in Computational Mathematics

Identifikatorlar

DOI: 10.1051/e3sconf/202454206004

Iqtiboslar va manbalar

0 ta iqtibos13 ta foydalanilgan manba

Koʻrsatkichlar — AkademScholar · Tez orada