Caro Fabio,
I don't think that could be a good idea to change this value. This value has been proposed in the paper by Engelund (1974) and has "physical" meaning for values of roughness coefficients that are found in practice.
Instead, you can evaluate the sensitivity of your results to the variation of alpha, that is an adjustment parameter for the evaluation of the radius bend (for example, if you have or not bedforms).
For your particular problem, I'd tune-on the sediment transport formula to first match the observed sediment fluxes (if available).
Further discussions next week at the TUC in Karlsruhe!
ciao ciao
Pablo
ref.
Engelund (1974), JHD.
Yalin and Ferreira da Silva (2001)
Kitanidis & Kennedy (1984), JFM