Welkom op het expertplatform!
Dit platform verschaft informatie en kennis omtrent de WL expertisedomeinen 'hydraulica en sediment', 'havens en waterwegen', 'waterbouwkundige constructies', 'waterbeheer' en 'kustbescherming' - gaande van WL medewerkers met hun expertise, het curriculum van deze instelling, tot publicaties, projecten, data (op termijn) en evenementen waarin het WL betrokken is.
Het WL onderschrijft het belang van "open access" voor de ontsluiting van haar onderzoeksresultaten. Lees er meer over in ons openaccessbeleid.
On the numerical resolution of hydraulic jumps: Algorithms, boundary conditions, and turbulence models
López Castaño, S.; Van Hoydonck, W. (2024). On the numerical resolution of hydraulic jumps: Algorithms, boundary conditions, and turbulence models. version 3.0. FH reports, 20_035_2. Flanders Hydraulics: Antwerp. VIII, 31 + 9 p. app. pp. https://dx.doi.org/10.48607/264
Deel van: FH reports. Flanders Hydraulics: Antwerp. , meer
|
|
Beschikbaar in | Auteurs |
|
Documenttype: Projectrapport
|
Trefwoorden |
Hydraulics and sediment > Hydrodynamics > Waves Numerical modelling
|
Author keywords |
Hydraulic jump; FVM; RANS; CFD |
Project | Top | Auteurs |
- On the accurate resolution of hydraulic jumps in OpenFOAM, meer
|
Auteurs | | Top |
- López Castaño, S., meer
- Van Hoydonck, W., meer
|
|
|
Abstract |
This reports deals with the verification and validation of a newly proposed modification to the k‐? SST model and optimized Volume‐of‐Fluid (VoF) algorithm for the simulation of stable hydraulic jumps in engineering settings. The proposed modifications suggest alternatives to the Scale‐Adaptive‐Simulation (SAS) concept in order to tackle some perceived deficiencies in the original formulation of Menter and Egorov, 2010, for two‐phase incompressible flows incurring in sheared flows. Additional modifications to the proposed turbulence model are suggested in order to reduce spurious generation of turbulence across the interface and close to walls. Results show overall agreement with literature studies regarding the study of hydraulic jumps in sloped channels, including numerical and physical experiments. Furthermore, implicit‐explicit Flux‐Corrected Transport methods are implemented in order to allow the use of dual time‐step discretizations. |
IMIS is ontwikkeld en wordt gehost door het VLIZ.