Hi!
I am running a morphological simulation in a river using bed-load and suspension (Van Rijn's formulae and with a morphological factor).
I use a coupled T2D-Sisyphe model and I previously ran the hydrodynamics with T2D alone to check the validity of the results. I model a constant river discharge, so it is ok to use a morphological factor.
I use a time-step of 1s which gives me a maximum CFL number of 0,9-1,0 in T2D. But when running Sisyphe I have a maximum CFL for suspension of about 10. My coupling period is 1.
In the log I see that I have rather high volume losses for suspension, which I believe are related to my high CFL number:
*** FINAL BALANCE FOR TRACER 1 ***
INITIAL QUANTITY OF 1 : 0.000000 M3
FINAL QUANTITY : 30.50841 M3
QUANTITY ENTERED THROUGH LIQ. BND. : 104994.9 M3
TOTAL MASS OF DEPOSIT : 63647.92 M3
TOTAL QUANTITY LOST : 41316.50 M3
Are there any numerical optimizations that would allow to lower my CFL for suspension? Should the CFL for suspension also be around 0,8-1,0 as for hydrodynamics? I did not try (yet...) to run with a time step lowered to 0,1 s since I don't have enough time for such a test (my initial run takes 35h).
Finally, I initially tried to run a first version using Engelund & Hansen (formula no. 30, with suspension turned off) but got a very unstable run already on the first time steps. That seemed strange since I start from a constant water level with a prograssively increasing discharge. Any tips for this formula?
I attach my sisyphe steering file.
Thank you in advance for your help!
Regards
PL