wetfac
calculation: ensure consistent approach for the introduction of groundwater work
#559
Labels
GWH
Ground water hydrology integration work
The groundwater and Or evaporation schemes calculate
wetfac
differently to the default case. For this, the groundwater work introduces acalc_srf_wet_fraction()
subroutine incable_gw_hydro.F90
.Recently, in the main branch, some work was done on
wetfac
and the calculation was moved to theinitialize_wetfac
procedure incbl_init_wetfac_mod.F90
.We need to decide on the approach we want to take so we do not introduce 2 equivalent subroutines in CABLE.
but with an "unsure" comment. Do we want to adopt or not?
This corresponds to this code in main (without the densities ratio):
CABLE/src/science/canopy/cbl_init_wetfac_mod.F90
Lines 83 to 88 in 630e2e1
Placement of the subroutine. I don't think placing this subroutine in the GW alternative soil module makes sense. I would keep the separate module we have introduced in main.
Name of file/module/subroutine. The subroutine and module in main are called
initialize
orinit
but this calculation seems to be done every time step, so not an initialisation but a calculation. Should we adopt the GW naming instead:calc_srf_wet_fraction
?This impacts the CABLE code, ESM1.6 and AM3. Any change should be introduced in all 3 code bases and tested in all 3 codes.
@har917 Any view on the use of the densities and naming?
@JhanSrbinovsky Any view on the naming? Not asking you to do anything, I just want a decision for now. If we decide on changes, ACCESS-NRI can handle them.
The text was updated successfully, but these errors were encountered: