Many thanks for your reply, Chi-Tuan!
Attached I you'll find the recommended output as txt-file (cropped a bit, but leaving max Froude and max Courant fully inside.)
I reduced simulated time to 900s so the output file does not explode
The FV-scheme maintains the given GRAPHIC PRINTOUT PERIOD as time interval. So, I can't provide every time step. Anyway, I think the density of information shows what happens.
Additionally, I changed the DESIRED COURANT NUMBER to a value > 1.0.
T2D forces CFL=0.9.
Doing so, I force a slightly different terminal output like extracted for an arbitrary time step given below.
What can be seen from the 'run_telfile.py scan ... --data' output is a continuous increase of CFL followed by an instant reduction (graphically displayed in the attached picture, for instance at t=318s). Max value is around 0.15 << 0.9.
================================================================================
ITERATION 835 TIME: 59.6087 S
WARNING: CFL NOT GIVEN OR >1 !...!
TIME-STEP (WITH CFL = 0.9): 7.6089627239755778E-002
DIFFUSION-PROPAGATION STEP
TIME-STEP: 7.6089627239755778E-002
BALANCE OF WATER VOLUME
VOLUME IN THE DOMAIN : 899.4041 M3
FLUX BOUNDARY 1: -0.1255820E-01 M3/S ( >0 : ENTERING <0 : EXITING )
ADDITIONAL VOLUME DUE TO SOURCE TERMS: 1.095295 M3
RELATIVE ERROR IN VOLUME AT T = 59.68 S : 0.5603365E-15
BTW: To avoid any confusion: We use v8p4r0 and we adapted HO in fricti.f according to Broich et al. (conf. paper from the TUC 2019). Our other user fortran changes are related to reading rain input and should not influence Dt or CFL.
Nico