#include "DIC_OPTIONS.h"
#include "GCHEM_OPTIONS.h"
CBOP
C !ROUTINE: DIC_BIOTIC_PARAM
C !INTERFACE: ==========================================================
SUBROUTINE DIC_BIOTIC_PARAM( myThid )
C !DESCRIPTION:
C Set parameters needed for needed for biotic pump
C !USES: ===============================================================
IMPLICIT NONE
#include "SIZE.h"
#include "EEPARAMS.h"
#include "PARAMS.h"
#include "GRID.h"
#include "DYNVARS.h"
#ifdef DIC_BIOTIC
#include "DIC_BIOTIC.h"
#endif
C !INPUT PARAMETERS: ===================================================
C myThid :: thread number
INTEGER myThid
C == Local variables ==
INTEGER i,j,k,bi,bj
#ifdef DIC_BIOTIC
C fraction of new production going to DOP
DOPfraction = 0.67
C DOP remineralization rate (s)
KDOPRemin = 1.0/(0.5*360.*86400.)
C remin power law coeff
Kremin = 0.9
C critical depth (m)
zcrit = 50.0
nlev=10
ccritical oxygen level (mol m-3)
O2crit = 4.0d-3
C set stoichiometric ratios
R_op = -170.0
R_cp = 117.0
R_np = 16.0
R_fep= 0.000468
C set scale depth for CaCO3 remineralization (m)
zca = 3500.0
cn parameters for light/nutrient limited bioac
k0=0.02 !light attentuation coefficient
lit0=30 ! half saturation light constant (W/m2)
Kpo4 = 5.d-4 ! half saturation phosphate constant (mol/m3)
Kfe = 0.00000012 ! half saturation fe constant (mol/m3)
Kfe = 1.2e-7 ! half saturation fe constant (mol/m3)
c iron chemisty values
alpfe = 0.01 ! solubility of aeolian fe
c KScav = 0.19/(360.*86400.) ! scavenging rate QQ
c ligand_stab= 1.d8 ! ligand-fre iron stability constant (m3/mol)
c ligand_tot = 0.000001 ! total free ligand (mol/m3)
c
c
c control variables
KScav = 0.19/(360.*86400.) ! iron scavenging rate QQ
ligand_stab= 1.d8 ! ligand-free iron stability constant (m3/mol)
ligand_tot = 0.000001 ! total free ligand (mol/m3)
DO bj = myByLo(myThid), myByHi(myThid)
DO bi = myBxLo(myThid), myBxHi(myThid)
DO j=1-Oly,sNy+Oly
DO i=1-Olx,sNx+Olx
C timescape for biological activity
alpha(i,j,bi,bj)= 2d-3/(24*60*60*360)
C set inorganic/organic carbon rain ratio
rain_ratio(i,j,bi,bj)=0.07
ENDDO
ENDDO
ENDDO
ENDDO
#endif
RETURN
END