SUBROUTINE drag_noro_strato(partdrag, nlon, nlev, dtime, paprs, pplay, pmea, pstd, & psig, pgam, pthe, ppic, pval, kgwd, kdx, ktest, t, u, v, pulow, pvlow, & pustr, pvstr, d_t, d_u, d_v) USE yomcst_mod_h USE dimphy IMPLICIT NONE ! ====================================================================== ! Auteur(s): F.Lott (LMD/CNRS) date: 19950201 ! Object: Mountain drag interface. Made necessary because: ! 1. in the LMD-GCM Layers are from bottom to top, ! contrary to most European GCM. ! 2. the altitude above ground of each model layers ! needs to be known (variable zgeom) ! ====================================================================== ! Explicit Arguments: ! ================== ! partdrag-input-I-control which part of the drag we consider (total part or GW part) ! nlon----input-I-Total number of horizontal points that get into physics ! nlev----input-I-Number of vertical levels ! dtime---input-R-Time-step (s) ! paprs---input-R-Pressure in semi layers (Pa) ! pplay---input-R-Pressure model-layers (Pa) ! t-------input-R-temperature (K) ! u-------input-R-Horizontal wind (m/s) ! v-------input-R-Meridional wind (m/s) ! pmea----input-R-Mean Orography (m) ! pstd----input-R-SSO standard deviation (m) ! psig----input-R-SSO slope ! pgam----input-R-SSO Anisotropy ! pthe----input-R-SSO Angle ! ppic----input-R-SSO Peacks elevation (m) ! pval----input-R-SSO Valleys elevation (m) ! kgwd- -input-I: Total nb of points where the orography schemes are active ! ktest--input-I: Flags to indicate active points ! kdx----input-I: Locate the physical location of an active point. ! pulow, pvlow -output-R: Low-level wind ! pustr, pvstr -output-R: Surface stress due to SSO drag (Pa) ! d_t-----output-R: T increment ! d_u-----output-R: U increment ! d_v-----output-R: V increment ! Implicit Arguments: ! =================== ! iim--common-I: Number of longitude intervals ! jjm--common-I: Number of latitude intervals ! klon-common-I: Number of points seen by the physics ! (iim+1)*(jjm+1) for instance ! klev-common-I: Number of vertical layers ! ====================================================================== ! Local Variables: ! ================ ! zgeom-----R: Altitude of layer above ground ! pt, pu, pv --R: t u v from top to bottom ! pdtdt, pdudt, pdvdt --R: t u v tendencies (from top to bottom) ! papmf: pressure at model layer (from top to bottom) ! papmh: pressure at model 1/2 layer (from top to bottom) ! ====================================================================== include "YOEGWD.h" ! ARGUMENTS INTEGER partdrag,nlon, nlev REAL dtime REAL paprs(nlon, nlev+1) REAL pplay(nlon, nlev) REAL pmea(nlon), pstd(nlon), psig(nlon), pgam(nlon), pthe(nlon) REAL ppic(nlon), pval(nlon) REAL pulow(nlon), pvlow(nlon), pustr(nlon), pvstr(nlon) REAL t(nlon, nlev), u(nlon, nlev), v(nlon, nlev) REAL d_t(nlon, nlev), d_u(nlon, nlev), d_v(nlon, nlev) INTEGER i, k, kgwd, kdx(nlon), ktest(nlon) ! LOCAL VARIABLES: REAL zgeom(klon, klev) REAL pdtdt(klon, klev), pdudt(klon, klev), pdvdt(klon, klev) REAL pt(klon, klev), pu(klon, klev), pv(klon, klev) REAL papmf(klon, klev), papmh(klon, klev+1) CHARACTER (LEN=20) :: modname = 'orografi_strato' CHARACTER (LEN=80) :: abort_message ! INITIALIZE OUTPUT VARIABLES DO i = 1, klon pulow(i) = 0.0 pvlow(i) = 0.0 pustr(i) = 0.0 pvstr(i) = 0.0 END DO DO k = 1, klev DO i = 1, klon d_t(i, k) = 0.0 d_u(i, k) = 0.0 d_v(i, k) = 0.0 pdudt(i, k) = 0.0 pdvdt(i, k) = 0.0 pdtdt(i, k) = 0.0 END DO END DO ! PREPARE INPUT VARIABLES FOR ORODRAG (i.e., ORDERED FROM TOP TO BOTTOM) ! CALCULATE LAYERS HEIGHT ABOVE GROUND) DO k = 1, klev DO i = 1, klon pt(i, k) = t(i, klev-k+1) pu(i, k) = u(i, klev-k+1) pv(i, k) = v(i, klev-k+1) papmf(i, k) = pplay(i, klev-k+1) END DO END DO DO k = 1, klev + 1 DO i = 1, klon papmh(i, k) = paprs(i, klev-k+2) END DO END DO DO i = 1, klon zgeom(i, klev) = rd*pt(i, klev)*log(papmh(i,klev+1)/papmf(i,klev)) END DO DO k = klev - 1, 1, -1 DO i = 1, klon zgeom(i, k) = zgeom(i, k+1) + rd*(pt(i,k)+pt(i,k+1))/2.0*log(papmf(i,k+ & 1)/papmf(i,k)) END DO END DO ! CALL SSO DRAG ROUTINES CALL orodrag_strato(partdrag,klon, klev, kgwd, kdx, ktest, dtime, papmh, papmf, & zgeom, pt, pu, pv, pmea, pstd, psig, pgam, pthe, ppic, pval, pulow, & pvlow, pdudt, pdvdt, pdtdt) ! COMPUTE INCREMENTS AND STRESS FROM TENDENCIES DO k = 1, klev DO i = 1, klon d_u(i, klev+1-k) = dtime*pdudt(i, k) d_v(i, klev+1-k) = dtime*pdvdt(i, k) d_t(i, klev+1-k) = dtime*pdtdt(i, k) pustr(i) = pustr(i) + pdudt(i, k)*(papmh(i,k+1)-papmh(i,k))/rg pvstr(i) = pvstr(i) + pdvdt(i, k)*(papmh(i,k+1)-papmh(i,k))/rg END DO END DO RETURN END SUBROUTINE drag_noro_strato SUBROUTINE orodrag_strato(partdrag,nlon, nlev, kgwd, kdx, ktest, ptsphy, paphm1, & papm1, pgeom1, ptm1, pum1, pvm1, pmea, pstd, psig, pgam, pthe, ppic, pval & ! outputs , pulow, pvlow, pvom, pvol, pte) USE yomcst_mod_h USE dimphy IMPLICIT NONE ! **** *orodrag* - does the SSO drag parametrization. ! purpose. ! -------- ! this routine computes the physical tendencies of the ! prognostic variables u,v and t due to vertical transports by ! subgridscale orographically excited gravity waves, and to ! low level blocked flow drag. ! ** interface. ! ---------- ! called from *drag_noro*. ! the routine takes its input from the long-term storage: ! u,v,t and p at t-1. ! explicit arguments : ! -------------------- ! ==== inputs === ! partdrag-input-I-control which part of the drag we consider (total part or GW part) ! nlon----input-I-Total number of horizontal points that get into physics ! nlev----input-I-Number of vertical levels ! kgwd- -input-I: Total nb of points where the orography schemes are active ! ktest--input-I: Flags to indicate active points ! kdx----input-I: Locate the physical location of an active point. ! ptsphy--input-R-Time-step (s) ! paphm1--input-R: pressure at model 1/2 layer ! papm1---input-R: pressure at model layer ! pgeom1--input-R: Altitude of layer above ground ! ptm1, pum1, pvm1--R-: t, u and v ! pmea----input-R-Mean Orography (m) ! pstd----input-R-SSO standard deviation (m) ! psig----input-R-SSO slope ! pgam----input-R-SSO Anisotropy ! pthe----input-R-SSO Angle ! ppic----input-R-SSO Peacks elevation (m) ! pval----input-R-SSO Valleys elevation (m) INTEGER nlon, nlev, kgwd REAL ptsphy ! ==== outputs === ! pulow, pvlow -output-R: Low-level wind ! pte -----output-R: T tendency ! pvom-----output-R: U tendency ! pvol-----output-R: V tendency ! Implicit Arguments: ! =================== ! klon-common-I: Number of points seen by the physics ! klev-common-I: Number of vertical layers ! method. ! ------- ! externals. ! ---------- INTEGER ismin, ismax EXTERNAL ismin, ismax ! reference. ! ---------- ! author. ! ------- ! m.miller + b.ritter e.c.m.w.f. 15/06/86. ! f.lott + m. miller e.c.m.w.f. 22/11/94 ! ----------------------------------------------------------------------- include "YOEGWD.h" ! ----------------------------------------------------------------------- ! * 0.1 arguments ! --------- INTEGER partdrag REAL pte(nlon, nlev), pvol(nlon, nlev), pvom(nlon, nlev), pulow(nlon), & pvlow(nlon) REAL pum1(nlon, nlev), pvm1(nlon, nlev), ptm1(nlon, nlev), pmea(nlon), & pstd(nlon), psig(nlon), pgam(nlon), pthe(nlon), ppic(nlon), pval(nlon), & pgeom1(nlon, nlev), papm1(nlon, nlev), paphm1(nlon, nlev+1) INTEGER kdx(nlon), ktest(nlon) ! ----------------------------------------------------------------------- ! * 0.2 local arrays ! ------------ INTEGER isect(klon), icrit(klon), ikcrith(klon), ikenvh(klon), iknu(klon), & iknu2(klon), ikcrit(klon), ikhlim(klon) REAL ztau(klon, klev+1), zstab(klon, klev+1), zvph(klon, klev+1), & zrho(klon, klev+1), zri(klon, klev+1), zpsi(klon, klev+1), & zzdep(klon, klev) REAL zdudt(klon), zdvdt(klon), zdtdt(klon), zdedt(klon), zvidis(klon), & ztfr(klon), znu(klon), zd1(klon), zd2(klon), zdmod(klon) ! local quantities: INTEGER jl, jk, ji REAL ztmst, zdelp, ztemp, zforc, ztend, rover, facpart REAL zb, zc, zconb, zabsv, zzd1, ratio, zbet, zust, zvst, zdis ! ------------------------------------------------------------------ ! * 1. initialization ! -------------- ! print *,' in orodrag' ! ------------------------------------------------------------------ ! * 1.1 computational constants ! ----------------------- ! ztmst=twodt ! if(nstep.eq.nstart) ztmst=0.5*twodt ztmst = ptsphy ! ------------------------------------------------------------------ ! * 1.3 check whether row contains point for printing ! --------------------------------------------- ! ------------------------------------------------------------------ ! * 2. precompute basic state variables. ! * ---------- ----- ----- ---------- ! * define low level wind, project winds in plane of ! * low level wind, determine sector in which to take ! * the variance and set indicator for critical levels. CALL orosetup_strato(nlon, nlev, ktest, ikcrit, ikcrith, icrit, isect, & ikhlim, ikenvh, iknu, iknu2, paphm1, papm1, pum1, pvm1, ptm1, pgeom1, & pstd, zrho, zri, zstab, ztau, zvph, zpsi, zzdep, pulow, pvlow, pthe, & pgam, pmea, ppic, pval, znu, zd1, zd2, zdmod) ! *********************************************************** ! * 3. compute low level stresses using subcritical and ! * supercritical forms.computes anisotropy coefficient ! * as measure of orographic twodimensionality. CALL gwstress_strato(nlon, nlev, ikcrit, isect, ikhlim, ktest, ikcrith, & icrit, ikenvh, iknu, zrho, zstab, zvph, pstd, psig, pmea, ppic, pval, & ztfr, ztau, pgeom1, pgam, zd1, zd2, zdmod, znu) ! * 4. compute stress profile including ! trapped waves, wave breaking, ! linear decay in stratosphere. CALL gwprofil_strato(nlon, nlev, kgwd, kdx, ktest, ikcrit, ikcrith, icrit, & ikenvh, iknu, iknu2, paphm1, zrho, zstab, ztfr, zvph, zri, ztau & , zdmod, znu, psig, pgam, pstd, ppic, pval) ! * 5. Compute tendencies from waves stress profile. ! Compute low level blocked flow drag. ! * -------------------------------------------- ! explicit solution at all levels for the gravity wave ! implicit solution for the blocked levels DO jl = kidia, kfdia zvidis(jl) = 0.0 zdudt(jl) = 0.0 zdvdt(jl) = 0.0 zdtdt(jl) = 0.0 END DO DO jk = 1, klev ! WAVE STRESS ! ------------- DO ji = kidia, kfdia IF (ktest(ji)==1) THEN zdelp = paphm1(ji, jk+1) - paphm1(ji, jk) ztemp = -rg*(ztau(ji,jk+1)-ztau(ji,jk))/(zvph(ji,klev+1)*zdelp) zdudt(ji) = (pulow(ji)*zd1(ji)-pvlow(ji)*zd2(ji))*ztemp/zdmod(ji) zdvdt(ji) = (pvlow(ji)*zd1(ji)+pulow(ji)*zd2(ji))*ztemp/zdmod(ji) ! Control Overshoots IF (jk>=nstra) THEN rover = 0.10 IF (abs(zdudt(ji))>rover*abs(pum1(ji,jk))/ztmst) zdudt(ji) = rover* & abs(pum1(ji,jk))/ztmst*zdudt(ji)/(abs(zdudt(ji))+1.E-10) IF (abs(zdvdt(ji))>rover*abs(pvm1(ji,jk))/ztmst) zdvdt(ji) = rover* & abs(pvm1(ji,jk))/ztmst*zdvdt(ji)/(abs(zdvdt(ji))+1.E-10) END IF rover = 0.25 zforc = sqrt(zdudt(ji)**2+zdvdt(ji)**2) ztend = sqrt(pum1(ji,jk)**2+pvm1(ji,jk)**2)/ztmst IF (zforc>=rover*ztend) THEN zdudt(ji) = rover*ztend/zforc*zdudt(ji) zdvdt(ji) = rover*ztend/zforc*zdvdt(ji) END IF ! BLOCKED FLOW DRAG: ! ----------------- IF (partdrag .GE. 2) THEN facpart=0. ELSE facpart=gkwake ENDIF IF (jk>ikenvh(ji)) THEN zb = 1.0 - 0.18*pgam(ji) - 0.04*pgam(ji)**2 zc = 0.48*pgam(ji) + 0.3*pgam(ji)**2 zconb = 2.*ztmst*facpart*psig(ji)/(4.*pstd(ji)) zabsv = sqrt(pum1(ji,jk)**2+pvm1(ji,jk)**2)/2. zzd1 = zb*cos(zpsi(ji,jk))**2 + zc*sin(zpsi(ji,jk))**2 ratio = (cos(zpsi(ji,jk))**2+pgam(ji)*sin(zpsi(ji, & jk))**2)/(pgam(ji)*cos(zpsi(ji,jk))**2+sin(zpsi(ji,jk))**2) zbet = max(0., 2.-1./ratio)*zconb*zzdep(ji, jk)*zzd1*zabsv ! OPPOSED TO THE WIND zdudt(ji) = -pum1(ji, jk)/ztmst zdvdt(ji) = -pvm1(ji, jk)/ztmst ! PERPENDICULAR TO THE SSO MAIN AXIS: ! mod zdudt(ji)=-(pum1(ji,jk)*cos(pthe(ji)*rpi/180.) ! mod * +pvm1(ji,jk)*sin(pthe(ji)*rpi/180.)) ! mod * *cos(pthe(ji)*rpi/180.)/ztmst ! mod zdvdt(ji)=-(pum1(ji,jk)*cos(pthe(ji)*rpi/180.) ! mod * +pvm1(ji,jk)*sin(pthe(ji)*rpi/180.)) ! mod * *sin(pthe(ji)*rpi/180.)/ztmst zdudt(ji) = zdudt(ji)*(zbet/(1.+zbet)) zdvdt(ji) = zdvdt(ji)*(zbet/(1.+zbet)) END IF pvom(ji, jk) = zdudt(ji) pvol(ji, jk) = zdvdt(ji) zust = pum1(ji, jk) + ztmst*zdudt(ji) zvst = pvm1(ji, jk) + ztmst*zdvdt(ji) zdis = 0.5*(pum1(ji,jk)**2+pvm1(ji,jk)**2-zust**2-zvst**2) zdedt(ji) = zdis/ztmst zvidis(ji) = zvidis(ji) + zdis*zdelp zdtdt(ji) = zdedt(ji)/rcpd ! NO TENDENCIES ON TEMPERATURE ..... ! Instead of, pte(ji,jk)=zdtdt(ji), due to mechanical dissipation pte(ji, jk) = 0.0 END IF END DO END DO RETURN END SUBROUTINE orodrag_strato SUBROUTINE orosetup_strato(nlon, nlev, ktest, kkcrit, kkcrith, kcrit, ksect, & kkhlim, kkenvh, kknu, kknu2, paphm1, papm1, pum1, pvm1, ptm1, pgeom1, & pstd, prho, pri, pstab, ptau, pvph, ppsi, pzdep, pulow, pvlow, ptheta, & pgam, pmea, ppic, pval, pnu, pd1, pd2, pdmod) ! **** *gwsetup* ! purpose. ! -------- ! SET-UP THE ESSENTIAL PARAMETERS OF THE SSO DRAG SCHEME: ! DEPTH OF LOW WBLOCKED LAYER, LOW-LEVEL FLOW, BACKGROUND ! STRATIFICATION..... ! ** interface. ! ---------- ! from *orodrag* ! explicit arguments : ! -------------------- ! ==== inputs === ! nlon----input-I-Total number of horizontal points that get into physics ! nlev----input-I-Number of vertical levels ! ktest--input-I: Flags to indicate active points ! ptsphy--input-R-Time-step (s) ! paphm1--input-R: pressure at model 1/2 layer ! papm1---input-R: pressure at model layer ! pgeom1--input-R: Altitude of layer above ground ! ptm1, pum1, pvm1--R-: t, u and v ! pmea----input-R-Mean Orography (m) ! pstd----input-R-SSO standard deviation (m) ! psig----input-R-SSO slope ! pgam----input-R-SSO Anisotropy ! pthe----input-R-SSO Angle ! ppic----input-R-SSO Peacks elevation (m) ! pval----input-R-SSO Valleys elevation (m) ! ==== outputs === ! pulow, pvlow -output-R: Low-level wind ! kkcrit----I-: Security value for top of low level flow ! kcrit-----I-: Critical level ! ksect-----I-: Not used ! kkhlim----I-: Not used ! kkenvh----I-: Top of blocked flow layer ! kknu------I-: Layer that sees mountain peacks ! kknu2-----I-: Layer that sees mountain peacks above mountain mean ! kknub-----I-: Layer that sees mountain mean above valleys ! prho------R-: Density at 1/2 layers ! pri-------R-: Background Richardson Number, Wind shear measured along GW ! stress ! pstab-----R-: Brunt-Vaisala freq. at 1/2 layers ! pvph------R-: Wind in plan of GW stress, Half levels. ! ppsi------R-: Angle between low level wind and SS0 main axis. ! pd1-------R-| Compared the ratio of the stress ! pd2-------R-| that is along the wind to that Normal to it. ! pdi define the plane of low level stress ! compared to the low level wind. ! see p. 108 Lott & Miller (1997). ! pdmod-----R-: Norme of pdi ! === local arrays === ! zvpf------R-: Wind projected in the plan of the low-level stress. ! ==== outputs === ! implicit arguments : none ! -------------------- ! method. ! ------- ! externals. ! ---------- ! reference. ! ---------- ! see ecmwf research department documentation of the "i.f.s." ! author. ! ------- ! modifications. ! -------------- ! f.lott for the new-gwdrag scheme november 1993 ! ----------------------------------------------------------------------- USE dimphy USE yomcst_mod_h IMPLICIT NONE include "YOEGWD.h" ! ----------------------------------------------------------------------- ! * 0.1 arguments ! --------- INTEGER nlon, nlev INTEGER kkcrit(nlon), kkcrith(nlon), kcrit(nlon), ksect(nlon), & kkhlim(nlon), ktest(nlon), kkenvh(nlon) REAL paphm1(nlon, klev+1), papm1(nlon, klev), pum1(nlon, klev), & pvm1(nlon, klev), ptm1(nlon, klev), pgeom1(nlon, klev), & prho(nlon, klev+1), pri(nlon, klev+1), pstab(nlon, klev+1), & ptau(nlon, klev+1), pvph(nlon, klev+1), ppsi(nlon, klev+1), & pzdep(nlon, klev) REAL pulow(nlon), pvlow(nlon), ptheta(nlon), pgam(nlon), pnu(nlon), & pd1(nlon), pd2(nlon), pdmod(nlon) REAL pstd(nlon), pmea(nlon), ppic(nlon), pval(nlon) ! ----------------------------------------------------------------------- ! * 0.2 local arrays ! ------------ INTEGER ilevh, jl, jk REAL zcons1, zcons2, zhgeo, zu, zphi REAL zvt1, zvt2, zdwind, zwind, zdelp REAL zstabm, zstabp, zrhom, zrhop LOGICAL lo LOGICAL ll1(klon, klev+1) INTEGER kknu(klon), kknu2(klon), kknub(klon), kknul(klon), kentp(klon), & ncount(klon) REAL zhcrit(klon, klev), zvpf(klon, klev), zdp(klon, klev) REAL znorm(klon), zb(klon), zc(klon), zulow(klon), zvlow(klon), znup(klon), & znum(klon) ! ------------------------------------------------------------------ ! * 1. initialization ! -------------- ! PRINT *,' in orosetup' ! ------------------------------------------------------------------ ! * 1.1 computational constants ! ----------------------- ilevh = klev/3 zcons1 = 1./rd zcons2 = rg**2/rcpd ! ------------------------------------------------------------------ ! * 2. ! -------------- ! ------------------------------------------------------------------ ! * 2.1 define low level wind, project winds in plane of ! * low level wind, determine sector in which to take ! * the variance and set indicator for critical levels. DO jl = kidia, kfdia kknu(jl) = klev kknu2(jl) = klev kknub(jl) = klev kknul(jl) = klev pgam(jl) = max(pgam(jl), gtsec) ll1(jl, klev+1) = .FALSE. END DO ! Ajouter une initialisation (L. Li, le 23fev99): DO jk = klev, ilevh, -1 DO jl = kidia, kfdia ll1(jl, jk) = .FALSE. END DO END DO ! * define top of low level flow ! ---------------------------- DO jk = klev, ilevh, -1 DO jl = kidia, kfdia IF (ktest(jl)==1) THEN lo = (paphm1(jl,jk)/paphm1(jl,klev+1)) >= gsigcr IF (lo) THEN kkcrit(jl) = jk END IF zhcrit(jl, jk) = ppic(jl) - pval(jl) zhgeo = pgeom1(jl, jk)/rg ll1(jl, jk) = (zhgeo>zhcrit(jl,jk)) IF (ll1(jl,jk) .NEQV. ll1(jl,jk+1)) THEN kknu(jl) = jk END IF IF (.NOT. ll1(jl,ilevh)) kknu(jl) = ilevh END IF END DO END DO DO jk = klev, ilevh, -1 DO jl = kidia, kfdia IF (ktest(jl)==1) THEN zhcrit(jl, jk) = ppic(jl) - pmea(jl) zhgeo = pgeom1(jl, jk)/rg ll1(jl, jk) = (zhgeo>zhcrit(jl,jk)) IF (ll1(jl,jk) .NEQV. ll1(jl,jk+1)) THEN kknu2(jl) = jk END IF IF (.NOT. ll1(jl,ilevh)) kknu2(jl) = ilevh END IF END DO END DO DO jk = klev, ilevh, -1 DO jl = kidia, kfdia IF (ktest(jl)==1) THEN zhcrit(jl, jk) = amin1(ppic(jl)-pmea(jl), pmea(jl)-pval(jl)) zhgeo = pgeom1(jl, jk)/rg ll1(jl, jk) = (zhgeo>zhcrit(jl,jk)) IF (ll1(jl,jk) .NEQV. ll1(jl,jk+1)) THEN kknub(jl) = jk END IF IF (.NOT. ll1(jl,ilevh)) kknub(jl) = ilevh END IF END DO END DO DO jl = kidia, kfdia IF (ktest(jl)==1) THEN kknu(jl) = min(kknu(jl), nktopg) kknu2(jl) = min(kknu2(jl), nktopg) kknub(jl) = min(kknub(jl), nktopg) kknul(jl) = klev END IF END DO ! c* initialize various arrays DO jl = kidia, kfdia prho(jl, klev+1) = 0.0 ! ym correction en attendant mieux prho(jl, 1) = 0.0 pstab(jl, klev+1) = 0.0 pstab(jl, 1) = 0.0 pri(jl, klev+1) = 9999.0 ppsi(jl, klev+1) = 0.0 pri(jl, 1) = 0.0 pvph(jl, 1) = 0.0 pvph(jl, klev+1) = 0.0 ! ym correction en attendant mieux ! ym pvph(jl,klev) =0.0 pulow(jl) = 0.0 pvlow(jl) = 0.0 zulow(jl) = 0.0 zvlow(jl) = 0.0 kkcrith(jl) = klev kkenvh(jl) = klev kentp(jl) = klev kcrit(jl) = 1 ncount(jl) = 0 ll1(jl, klev+1) = .FALSE. END DO ! * define flow density and stratification (rho and N2) ! at semi layers. ! ------------------------------------------------------- DO jk = klev, 2, -1 DO jl = kidia, kfdia IF (ktest(jl)==1) THEN zdp(jl, jk) = papm1(jl, jk) - papm1(jl, jk-1) prho(jl, jk) = 2.*paphm1(jl, jk)*zcons1/(ptm1(jl,jk)+ptm1(jl,jk-1)) pstab(jl, jk) = 2.*zcons2/(ptm1(jl,jk)+ptm1(jl,jk-1))* & (1.-rcpd*prho(jl,jk)*(ptm1(jl,jk)-ptm1(jl,jk-1))/zdp(jl,jk)) pstab(jl, jk) = max(pstab(jl,jk), gssec) END IF END DO END DO ! ******************************************************************** ! * define Low level flow (between ground and peacks-valleys) ! --------------------------------------------------------- DO jk = klev, ilevh, -1 DO jl = kidia, kfdia IF (ktest(jl)==1) THEN IF (jk>=kknu2(jl) .AND. jk<=kknul(jl)) THEN pulow(jl) = pulow(jl) + pum1(jl, jk)*(paphm1(jl,jk+1)-paphm1(jl,jk) & ) pvlow(jl) = pvlow(jl) + pvm1(jl, jk)*(paphm1(jl,jk+1)-paphm1(jl,jk) & ) pstab(jl, klev+1) = pstab(jl, klev+1) + pstab(jl, jk)*(paphm1(jl,jk & +1)-paphm1(jl,jk)) prho(jl, klev+1) = prho(jl, klev+1) + prho(jl, jk)*(paphm1(jl,jk+1) & -paphm1(jl,jk)) END IF END IF END DO END DO DO jl = kidia, kfdia IF (ktest(jl)==1) THEN pulow(jl) = pulow(jl)/(paphm1(jl,kknul(jl)+1)-paphm1(jl,kknu2(jl))) pvlow(jl) = pvlow(jl)/(paphm1(jl,kknul(jl)+1)-paphm1(jl,kknu2(jl))) znorm(jl) = max(sqrt(pulow(jl)**2+pvlow(jl)**2), gvsec) pvph(jl, klev+1) = znorm(jl) pstab(jl, klev+1) = pstab(jl, klev+1)/(paphm1(jl,kknul(jl)+1)-paphm1(jl & ,kknu2(jl))) prho(jl, klev+1) = prho(jl, klev+1)/(paphm1(jl,kknul(jl)+1)-paphm1(jl, & kknu2(jl))) END IF END DO ! ******* setup orography orientation relative to the low level ! wind and define parameters of the Anisotropic wave stress. DO jl = kidia, kfdia IF (ktest(jl)==1) THEN lo = (pulow(jl)=-gvsec) IF (lo) THEN zu = pulow(jl) + 2.*gvsec ELSE zu = pulow(jl) END IF zphi = atan(pvlow(jl)/zu) ppsi(jl, klev+1) = ptheta(jl)*rpi/180. - zphi zb(jl) = 1. - 0.18*pgam(jl) - 0.04*pgam(jl)**2 zc(jl) = 0.48*pgam(jl) + 0.3*pgam(jl)**2 pd1(jl) = zb(jl) - (zb(jl)-zc(jl))*(sin(ppsi(jl,klev+1))**2) pd2(jl) = (zb(jl)-zc(jl))*sin(ppsi(jl,klev+1))*cos(ppsi(jl,klev+1)) pdmod(jl) = sqrt(pd1(jl)**2+pd2(jl)**2) END IF END DO ! ************ projet flow in plane of lowlevel stress ************* ! ************ Find critical levels... ************* DO jk = 1, klev DO jl = kidia, kfdia IF (ktest(jl)==1) THEN zvt1 = pulow(jl)*pum1(jl, jk) + pvlow(jl)*pvm1(jl, jk) zvt2 = -pvlow(jl)*pum1(jl, jk) + pulow(jl)*pvm1(jl, jk) zvpf(jl, jk) = (zvt1*pd1(jl)+zvt2*pd2(jl))/(znorm(jl)*pdmod(jl)) END IF ptau(jl, jk) = 0.0 pzdep(jl, jk) = 0.0 ppsi(jl, jk) = 0.0 ll1(jl, jk) = .FALSE. END DO END DO DO jk = 2, klev DO jl = kidia, kfdia IF (ktest(jl)==1) THEN zdp(jl, jk) = papm1(jl, jk) - papm1(jl, jk-1) pvph(jl, jk) = ((paphm1(jl,jk)-papm1(jl,jk-1))*zvpf(jl,jk)+(papm1(jl, & jk)-paphm1(jl,jk))*zvpf(jl,jk-1))/zdp(jl, jk) IF (pvph(jl,jk)=kknu2(jl)) THEN znum(jl) = pnu(jl) zwind = (pulow(jl)*pum1(jl,jk)+pvlow(jl)*pvm1(jl,jk))/ & max(sqrt(pulow(jl)**2+pvlow(jl)**2), gvsec) zwind = max(sqrt(zwind**2), gvsec) zdelp = paphm1(jl, jk+1) - paphm1(jl, jk) zstabm = sqrt(max(pstab(jl,jk),gssec)) zstabp = sqrt(max(pstab(jl,jk+1),gssec)) zrhom = prho(jl, jk) zrhop = prho(jl, jk+1) pnu(jl) = pnu(jl) + (zdelp/rg)*((zstabp/zrhop+zstabm/zrhom)/2.)/ & zwind IF ((znum(jl)<=gfrcrit) .AND. (pnu(jl)>gfrcrit) .AND. (kkenvh( & jl)==klev)) kkenvh(jl) = jk END IF END IF END DO END DO ! calculation of a dynamical mixing height for when the waves ! BREAK AT LOW LEVEL: The drag will be repartited over ! a depths that depends on waves vertical wavelength, ! not just between two adjacent model layers. ! of gravity waves: DO jl = kidia, kfdia znup(jl) = 0.0 znum(jl) = 0.0 END DO DO jk = klev - 1, 2, -1 DO jl = kidia, kfdia IF (ktest(jl)==1) THEN znum(jl) = znup(jl) zwind = (pulow(jl)*pum1(jl,jk)+pvlow(jl)*pvm1(jl,jk))/ & max(sqrt(pulow(jl)**2+pvlow(jl)**2), gvsec) zwind = max(sqrt(zwind**2), gvsec) zdelp = paphm1(jl, jk+1) - paphm1(jl, jk) zstabm = sqrt(max(pstab(jl,jk),gssec)) zstabp = sqrt(max(pstab(jl,jk+1),gssec)) zrhom = prho(jl, jk) zrhop = prho(jl, jk+1) znup(jl) = znup(jl) + (zdelp/rg)*((zstabp/zrhop+zstabm/zrhom)/2.)/ & zwind IF ((znum(jl)<=rpi/4.) .AND. (znup(jl)>rpi/4.) .AND. (kkcrith( & jl)==klev)) kkcrith(jl) = jk END IF END DO END DO DO jl = kidia, kfdia IF (ktest(jl)==1) THEN kkcrith(jl) = max0(kkcrith(jl), ilevh*2) kkcrith(jl) = max0(kkcrith(jl), kknu(jl)) IF (kcrit(jl)>=kkcrith(jl)) kcrit(jl) = 1 END IF END DO ! directional info for flow blocking ************************* DO jk = 1, klev DO jl = kidia, kfdia IF (ktest(jl)==1) THEN lo = (pum1(jl,jk)=-gvsec) IF (lo) THEN zu = pum1(jl, jk) + 2.*gvsec ELSE zu = pum1(jl, jk) END IF zphi = atan(pvm1(jl,jk)/zu) ppsi(jl, jk) = ptheta(jl)*rpi/180. - zphi END IF END DO END DO ! forms the vertical 'leakiness' ************************** DO jk = ilevh, klev DO jl = kidia, kfdia IF (ktest(jl)==1) THEN pzdep(jl, jk) = 0 IF (jk>=kkenvh(jl) .AND. kkenvh(jl)/=klev) THEN pzdep(jl, jk) = (pgeom1(jl,kkenvh(jl))-pgeom1(jl,jk))/ & (pgeom1(jl,kkenvh(jl))-pgeom1(jl,klev)) END IF END IF END DO END DO RETURN END SUBROUTINE orosetup_strato SUBROUTINE gwstress_strato(nlon, nlev, kkcrit, ksect, kkhlim, ktest, kkcrith, & kcrit, kkenvh, kknu, prho, pstab, pvph, pstd, psig, pmea, ppic, pval, & ptfr, ptau, pgeom1, pgamma, pd1, pd2, pdmod, pnu) ! **** *gwstress* ! purpose. ! -------- ! Compute the surface stress due to Gravity Waves, according ! to the Phillips (1979) theory of 3-D flow above ! anisotropic elliptic ridges. ! The stress is reduced two account for cut-off flow over ! hill. The flow only see that part of the ridge located ! above the blocked layer (see zeff). ! ** interface. ! ---------- ! call *gwstress* from *gwdrag* ! explicit arguments : ! -------------------- ! ==== inputs === ! ==== outputs === ! implicit arguments : none ! -------------------- ! method. ! ------- ! externals. ! ---------- ! reference. ! ---------- ! LOTT and MILLER (1997) & LOTT (1999) ! author. ! ------- ! modifications. ! -------------- ! f. lott put the new gwd on ifs 22/11/93 ! ----------------------------------------------------------------------- USE dimphy USE yomcst_mod_h IMPLICIT NONE include "YOEGWD.h" ! ----------------------------------------------------------------------- ! * 0.1 arguments ! --------- INTEGER nlon, nlev INTEGER kkcrit(nlon), kkcrith(nlon), kcrit(nlon), ksect(nlon), & kkhlim(nlon), ktest(nlon), kkenvh(nlon), kknu(nlon) REAL prho(nlon, nlev+1), pstab(nlon, nlev+1), ptau(nlon, nlev+1), & pvph(nlon, nlev+1), ptfr(nlon), pgeom1(nlon, nlev), pstd(nlon) REAL pd1(nlon), pd2(nlon), pnu(nlon), psig(nlon), pgamma(nlon) REAL pmea(nlon), ppic(nlon), pval(nlon) REAL pdmod(nlon) ! ----------------------------------------------------------------------- ! * 0.2 local arrays ! ------------ ! zeff--real: effective height seen by the flow when there is blocking INTEGER jl REAL zeff ! ----------------------------------------------------------------------- ! * 0.3 functions ! --------- ! ------------------------------------------------------------------ ! * 1. initialization ! -------------- ! PRINT *,' in gwstress' ! * 3.1 gravity wave stress. DO jl = kidia, kfdia IF (ktest(jl)==1) THEN ! effective mountain height above the blocked flow zeff = ppic(jl) - pval(jl) IF (kkenvh(jl)kkcrith(jl)) THEN zdelp = paphm1(jl, jk) - paphm1(jl, klev+1) zdelpt = paphm1(jl, kkcrith(jl)) - paphm1(jl, klev+1) ptau(jl, jk) = ztau(jl, klev+1) + zdelp/zdelpt*(ztau(jl,kkcrith(jl) & )-ztau(jl,klev+1)) ELSE ptau(jl, jk) = ztau(jl, kkcrith(jl)) END IF END IF END DO ! * 4.15 constant shear stress until the top of the ! low level flow layer. ! * 4.2 wave displacement at next level. END DO ! * 4.4 wave richardson number, new wave displacement ! * and stress: breaking evaluation and critical ! level DO jk = klev, 1, -1 DO jl = kidia, kfdia IF (ktest(jl)==1) THEN znorm(jl) = prho(jl, jk)*sqrt(pstab(jl,jk))*pvph(jl, jk) zdz2(jl, jk) = ptau(jl, jk)/amax1(znorm(jl), gssec)/zoro(jl) END IF END DO DO jl = kidia, kfdia IF (ktest(jl)==1) THEN IF (jkkkcrith(jl)-1) THEN zdelp = paphm1(jl, jk) - paphm1(jl, klev+1) zdelpt = paphm1(jl, kkcrith(jl)-1) - paphm1(jl, klev+1) ptau(jl, jk) = ztau(jl, klev+1) + (ztau(jl,kkcrith(jl)-1)-ztau(jl, & klev+1))*zdelp/zdelpt END IF END IF END DO ! REORGANISATION AT THE MODEL TOP.... DO jl = kidia, kfdia IF (ktest(jl)==1) THEN IF (jkzhcrit(jl,jk)) IF (ll1(jl,jk) .NEQV. ll1(jl,jk+1)) THEN iknub(jl) = jk END IF END IF END DO END DO DO jl = kidia, kfdia IF (ktest(jl)==1) THEN iknub(jl) = max(iknub(jl), klev/2) iknul(jl) = max(iknul(jl), 2*klev/3) IF (iknub(jl)>nktopg) iknub(jl) = nktopg IF (iknub(jl)==nktopg) iknul(jl) = klev IF (iknub(jl)==iknul(jl)) iknub(jl) = iknul(jl) - 1 END IF END DO DO jk = klev, 2, -1 DO jl = kidia, kfdia zrho(jl, jk) = 2.*paphm1(jl, jk)*zcons1/(ptm1(jl,jk)+ptm1(jl,jk-1)) END DO END DO ! print *,' dans orolift: 223' ! ******************************************************************** ! * define low level flow ! ------------------- DO jk = klev, 1, -1 DO jl = kidia, kfdia IF (ktest(jl)==1) THEN IF (jk>=iknub(jl) .AND. jk<=iknul(jl)) THEN pulow(jl) = pulow(jl) + pum1(jl, jk)*(paphm1(jl,jk+1)-paphm1(jl,jk) & ) pvlow(jl) = pvlow(jl) + pvm1(jl, jk)*(paphm1(jl,jk+1)-paphm1(jl,jk) & ) zrho(jl, klev+1) = zrho(jl, klev+1) + zrho(jl, jk)*(paphm1(jl,jk+1) & -paphm1(jl,jk)) END IF END IF END DO END DO DO jl = kidia, kfdia IF (ktest(jl)==1) THEN pulow(jl) = pulow(jl)/(paphm1(jl,iknul(jl)+1)-paphm1(jl,iknub(jl))) pvlow(jl) = pvlow(jl)/(paphm1(jl,iknul(jl)+1)-paphm1(jl,iknub(jl))) zrho(jl, klev+1) = zrho(jl, klev+1)/(paphm1(jl,iknul(jl)+1)-paphm1(jl, & iknub(jl))) END IF END DO ! *********************************************************** ! * 3. COMPUTE MOUNTAIN LIFT DO jl = kidia, kfdia IF (ktest(jl)==1) THEN ztau(jl, klev+1) = -gklift*zrho(jl, klev+1)*2.*romega* & ! * ! (2*pstd(jl)+pmea(jl))* 2*pstd(jl)*sin(rpi/180.*plat(jl))*pvlow(jl) ztav(jl, klev+1) = gklift*zrho(jl, klev+1)*2.*romega* & ! * ! (2*pstd(jl)+pmea(jl))* 2*pstd(jl)*sin(rpi/180.*plat(jl))*pulow(jl) ELSE ztau(jl, klev+1) = 0.0 ztav(jl, klev+1) = 0.0 END IF END DO ! * 4. COMPUTE LIFT PROFILE ! * -------------------- DO jk = 1, klev DO jl = kidia, kfdia IF (ktest(jl)==1) THEN ztau(jl, jk) = ztau(jl, klev+1)*paphm1(jl, jk)/paphm1(jl, klev+1) ztav(jl, jk) = ztav(jl, klev+1)*paphm1(jl, jk)/paphm1(jl, klev+1) ELSE ztau(jl, jk) = 0.0 ztav(jl, jk) = 0.0 END IF END DO END DO ! * 5. COMPUTE TENDENCIES. ! * ------------------- IF (lifthigh) THEN ! EXPLICIT SOLUTION AT ALL LEVELS DO jk = 1, klev DO jl = kidia, kfdia IF (ktest(jl)==1) THEN zdelp = paphm1(jl, jk+1) - paphm1(jl, jk) zdudt(jl) = -rg*(ztau(jl,jk+1)-ztau(jl,jk))/zdelp zdvdt(jl) = -rg*(ztav(jl,jk+1)-ztav(jl,jk))/zdelp END IF END DO END DO ! PROJECT PERPENDICULARLY TO U NOT TO DESTROY ENERGY DO jk = 1, klev DO jl = kidia, kfdia IF (ktest(jl)==1) THEN zslow = sqrt(pulow(jl)**2+pvlow(jl)**2) zsqua = amax1(sqrt(pum1(jl,jk)**2+pvm1(jl,jk)**2), gvsec) zscav = -zdudt(jl)*pvm1(jl, jk) + zdvdt(jl)*pum1(jl, jk) IF (zsqua>gvsec) THEN pvom(jl, jk) = -zscav*pvm1(jl, jk)/zsqua**2 pvol(jl, jk) = zscav*pum1(jl, jk)/zsqua**2 ELSE pvom(jl, jk) = 0.0 pvol(jl, jk) = 0.0 END IF zsqua = sqrt(pum1(jl,jk)**2+pum1(jl,jk)**2) IF (zsqua=zsigt) THEN nktopg_tmp = jk END IF IF (zpm1r>=ztop) THEN nstra_tmp = jk END IF END DO ELSE nktopg_tmp=0 nstra_tmp=0 ENDIF CALL reduce_sum(nktopg_tmp,nktopg) CALL bcast(nktopg) CALL reduce_sum(nstra_tmp,nstra) CALL bcast(nstra) ! inversion car dans orodrag on compte les niveaux a l'envers nktopg = nlev - nktopg + 1 nstra = nlev - nstra PRINT *, ' DANS SUGWD nktopg=', nktopg PRINT *, ' DANS SUGWD nstra=', nstra if (nstra == 0) call abort_physic("sugwd_strato", "no level in stratosphere", 1) ! Valeurs lues dans les .def, ou attribues dans conf_phys !gkdrag = 0.2 !grahilo = 0.1 !grcrit = 1.00 !gfrcrit = 0.70 !gkwake = 0.40 !gklift = 0.25 gsigcr = 0.80 ! Top of low level flow gvcrit = 0.1 WRITE (UNIT=6, FMT='('' *** SSO essential constants ***'')') WRITE (UNIT=6, FMT='('' *** SPECIFIED IN SUGWD ***'')') WRITE (UNIT=6, FMT='('' Gravity wave ct '',E13.7,'' '')') gkdrag WRITE (UNIT=6, FMT='('' Trapped/total wave dag '',E13.7,'' '')') grahilo WRITE (UNIT=6, FMT='('' Critical Richardson = '',E13.7,'' '')') grcrit WRITE (UNIT=6, FMT='('' Critical Froude'',e13.7)') gfrcrit WRITE (UNIT=6, FMT='('' Low level Wake bluff cte'',e13.7)') gkwake WRITE (UNIT=6, FMT='('' Low level lift cte'',e13.7)') gklift ! ---------------------------------------------------------------- ! * 2. SET VALUES OF SECURITY PARAMETERS ! --------------------------------- gvsec = 0.10 gssec = 0.0001 gtsec = 0.00001 RETURN END SUBROUTINE sugwd_strato