| 1 | !*************** dans hydrol_var_init: |
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| 2 | |
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| 3 | CALL calcule_frac_hydro_diag |
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| 4 | |
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| 5 | DO jst=1,nstm |
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| 6 | DO jd=1,nbdl |
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| 7 | DO ji=1,kjpindex |
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| 8 | DO jsl = 1, nslm |
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| 9 | shumdiag(ji,jd)= shumdiag(ji,jd) + soil_wet(ji,jsl,jst) *frac_hydro_diag(jsl,jd)* & |
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| 10 | & ((mcs(njsc(ji))-mcw(njsc(ji)))/(mcf(njsc(ji))-mcw(njsc(ji)))) * & |
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| 11 | & soiltile(ji,jst) |
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| 12 | ENDDO |
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| 13 | shumdiag(ji,jd) = MAX(MIN(shumdiag(ji,jd), un), zero) |
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| 14 | ENDDO |
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| 15 | ENDDO |
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| 16 | ENDDO |
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| 17 | |
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| 18 | !************* Ã la place de : |
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| 19 | |
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| 20 | ! DO jst=1,nstm |
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| 21 | ! DO jsl=1,nbdl |
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| 22 | ! DO ji = 1, kjpindex |
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| 23 | ! shumdiag(ji,jsl)= shumdiag(ji,jsl) + soil_wet(ji,jsl,jst) * & |
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| 24 | ! & ((mcs(njsc(ji))-mcw(njsc(ji)))/(mcf(njsc(ji))-mcw(njsc(ji)))) * & |
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| 25 | ! & soiltile(ji,jst) |
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| 26 | ! shumdiag(ji,jsl) = MAX(MIN(shumdiag(ji,jsl), un), zero) |
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| 27 | ! END DO |
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| 28 | ! END DO |
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| 29 | ! END DO |
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| 30 | |
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| 31 | !************* avec: |
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| 32 | !introduction de frac_hydro_diag comme variable de module, |
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| 33 | REAL(r_std), ALLOCATABLE, SAVE, DIMENSION (:,:) :: frac_hydro_diag |
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| 34 | ! et allocation comme il se doit |
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| 35 | ALLOCATE (frac_hydro_diag(nslm, nbdl),stat=ier) |
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| 36 | IF (ier.NE.0) THEN |
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| 37 | WRITE (numout,*) ' error in frac_hydro_diag allocation. We stop' |
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| 38 | STOP 'calcule_frac_hydro_diag' |
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| 39 | END IF |
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| 40 | ! puis calcul: |
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| 41 | |
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| 42 | SUBROUTINE calcule_frac_hydro_diag |
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| 43 | !output : frac_hydro_diag |
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| 44 | !locals |
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| 45 | INTEGER(i_std) :: jd, jh |
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| 46 | REAL(r_std) :: prev_hydro, next_hydro, prev_diag, next_diag |
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| 47 | ! |
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| 48 | frac_hydro_diag(:,:)=0. |
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| 49 | prev_diag = 0.0 |
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| 50 | |
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| 51 | DO jd = 1, nbdl |
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| 52 | |
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| 53 | next_diag = diaglev(jd) |
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| 54 | prev_hydro = 0.0 |
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| 55 | DO jh = 1, nslm |
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| 56 | if (jh.EQ.1) then |
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| 57 | next_hydro = zz(2,nstm)/1000./2. |
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| 58 | elseif (jh.EQ.nslm) then |
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| 59 | next_hydro = zz(nslm,nstm)/1000. |
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| 60 | else |
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| 61 | next_hydro = zz(jh, nstm)/1000.+(zz(jh+1,nstm)-zz(jh,nstm))/1000./2. |
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| 62 | endif |
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| 63 | frac_hydro_diag(jh,jd) = MAX(MIN(next_hydro, next_diag)-MAX(prev_hydro, prev_diag), 0.)/(next_diag - prev_diag) |
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| 64 | prev_hydro=next_hydro |
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| 65 | ENDDO |
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| 66 | |
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| 67 | prev_diag = next_diag |
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| 68 | ENDDO |
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| 69 | END SUBROUTINE calcule_frac_hydro_diag |
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| 70 | |
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