Anders,
The flood extent analysis I used, was very specific to our flood problem, quite elaborate, and is not generic enough to be distributed without major rework.
If you are not familiar with fortran I suggest you try using FUDAA or BlueKenue to get the flood extent
If you are familiar with Fortran and with the Telemac nomenclature, the procedure is easy to program.
• Work within UTIMP_TELEMAC2D which is called once at every time step
• Use T1 from the routine VECTOR to provide the area of each element (see its usage in DRAGFO)
• For each element, identify their 3 nodes using IKLE, then check their depth
• Add the area of all elements with more than x.xx m of water.
• You can refine the flooded area calculation by getting it only in certain critical zones and not everywhere in the model. Use the function INPOLY (see example in DRAGFO).
• Get the max of the flooded area during the whole duration of the run
• At the end of the run, print it on the screen (it will be in the x_sortie.txt file), or on the FORMATTED RESULTS FILE, or on your own output file.
I would do this not at every time step, but only every few minutes or hours. (see how to do that in BIEF_DESIMP)
Thierry