Hello,
I want to analyse the water table fluctuations during a flood event,
I have 3 cases , for each case I assign different material properties of the unsaturated zone (Sr, Ss, A and n)
The objectice is to see what is the influence of the material properties on the quantities of the infiltrated water?
My question is: when comparing the budget analyser at the final time of the simulation , the fluxes of the three cases don't vary :o
Is that normal?
Thank you for your help!
Sana.