Hello and happy new year!
I am new here and I started to work with the k-e turbulence model on telemac3D, to modelize an experimental open channel.
I have some difficulties with convergence, and maybe someone can help me, because I haven't found test cases using k-e model on Telemac3D on both horizontal and vertical directions.
The computation crashes at approximately 24s in my case.
The open channel modeled is in a lab and has very small dimensions, that might be a source of the problem? (5meters by 0.8meter with 0.12m depth).
This modelization is part of my PHD project wich aims to modelize a tidal turbine with source terms in Telemac3D. Our first objective is to get a correct boundary layer for the bottom of a rough channel, using k-e model of turbulence in all directions (to compare with literature results).
Here are details of the simulation:
- I used different cell sizes to take into account the boundary layer: Here I used a cell size of 8mm at the bottom, corresponding approximately to y+=20 at 1/tenth of the cell, where the velocity is calculated with the logarithmic law (as told in the manual if I am correct). Then the cell size slightly increases until the free surface (the plane heights are coded on condim.f source file).
I first saw that the planes are not modelled properly, and there seems to be a minimum vertical cell size required. Where could I find this limit in the code?
- I also used a Nikuradse roughness of 1.21mm on the bottom and the walls, corresponding to the experiment. I use negative altitude: free surface is at z=0 and bottom at z= -0.12meters.
- The flow is progressively establishing in the channel, thanks to a temporal boundary condition function (canal-temporal-BC.qsl).
- I used Telemac3d v7.1.0 ; parallel computation
My interrogations are especially by choosing the correct simulation parameters in the canal.cas file: which schemes for diffusion and advection? implicitation for velocities?...
I would really thank you if you have other k-e cases to share with me or tips.
Vincent