#include "swancpp.h" ! ! SWAN/COMPU file 2 of 5 ! ! PROGRAM SWANCOM2.FOR ! ! This file SWANCOM2 of the main program SWAN ! include the next subroutines (mainly subroutines for ! the source terms for dissipation and some general stuff): ! ! DISSIPATION SOURCE TERMS : ! ! SBOT (Bottom friction) ! SVEG (Dissipation due to vegetation) 40.55 ! STURBV (dissipation due to turbulent viscosity) 40.35 ! SMUD (Fluid mud-induced wave dissipation) 40.59 ! FRABRE (Fraction of breaking waves) 30.77 ! SSURF (Wave breaking: five formulations) ! SWCAP (White capping: seven formulations) 40.53 ! SWCAP8 (Whitecapping according to Rogers et al. (JTECH 2012)) 40.88 ! BRKPAR (compute variable gamma for Battjes-Janssen breaking formula) ! CNTAIL (contributions to the spectrum of the high frequency tail) ! PLTSRC (store the values for plot of the source terms and spec.) ! !**************************************************************** ! SUBROUTINE SBOT (ABRBOT ,DEP2 ,ECOS ,ESIN ,AC2 , 41.04 & IMATDA ,KWAVE ,SPCSIG ,UBOT ,UX2 , 30.72 & UY2 ,IDCMIN ,IDCMAX ,IT ,ITER , 41.51 & SWPDIR ,PLBTFR ,ISSTOP ,DISSC1 ,VARFR , 41.51 40.67 & FRCOEF ) ! !**************************************************************** ! USE SWCOMM3 40.41 USE SWCOMM4 40.41 USE OCPCOMM4 40.41 ! IMPLICIT NONE ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! ! 20.68: Nico Booij ! 30.72: IJsbrand Haagsma ! 40.41: Marcel Zijlema ! 40.61: Marcel Zijlema ! 40.67: Nico Booij ! 41.04: Marcel Zijlema ! 41.51: Grant Smith ! ! 1. Updates ! ! 20.68, Jan. 96: subroutine restructured variable friction coefficient ! introduced Putnam model replaced by Collins ! 30.72, Feb. 98: Introduced generic names XCGRID, YCGRID and SPCSIG for SWAN ! 40.41, Oct. 04: common blocks replaced by modules, include files removed ! 40.61, Sep. 06: introduce DISBOT variable for output purposes ! 40.67, Jun. 07: more accurate computation fo dissipation terms ! 41.04, Mar. 09: frequency-dependent JONSWAP formulation ! 41.51, Apr. 14: introduce ripples model ! ! 2. Purpose ! ! Computation of the source terms due to bottom friction ! ! 3. Method ! ! In SWAN several bottom friction dissipation models are computed, i.e.: ! ! IBOT = 1 Jonswap bottom friction model ! IBOT = 2 Collins bottom friction model ! IBOT = 3 Madsen bottom friction model (see Tolman) ! IBOT = 5 ripples model (see Smith et al, 2011) ! ! Both methods are implemented in SWAN and the user has to make ! a choice in the input file. ! ! 1. Jonswap model: ! ----------------- ! ! The bottom interaction term SEbf(s,d) is supposed to take the ! Jonswap form (Hasselman et al. 1973): ! 2 ! sigma E(s,d) ! SEbf = -GAMMA ---------------- ! 2 2 ! g sinh (kD) ! 2 -3 ! where GAMMA is the decay parameter, (default GAMMA = 0.038 m s ). ! In the Jonswap form the current velocities are not taken into ! account. ! Note that the value of 0.038 must be combined with second order 41.49 ! polynomial wind drag 41.49 ! ! 2. COLLINS model: ! ----------------- ! ! The energy dissipation due to bottom friction is modelled ! according the quadratic friction law: ! 2 ! SE = Tau * |U| ! ! which for a spectrum can be written as: ! 2 ! sigma ! SE(s,d)= - ---------------- * (Cfw.Ub + Cfc.Uc) * E(s,d) ! 2 ! g sinh (K(s) * D) ! ! Ub is the velocity due to the wave at the bottom ! ! The current velocity is Uc ! ! 3. MADSEN formulation: ! ---------------------- ! ! The bottom friction dissipation applying Madsen formulation is as ! follows: ! ! fw [n - 1/2] UBR E(s,d) ! [1] Sdsb(s,d) = - ------------------------ ! D ! ! in which : ! 2 ! s * D ! [1a] (n - 1/2) = ------------- ! 2 ! 2 g sinh (kD) ! ! UBOT(IX,IY) is computed in the subroutine SINTGRL. The friction ! factor fw is estimated using the formulation of Jonsson (1963, ! 1966a): ! ! 1 1 Ab,r ! [2] -------- + log { ---------- } = mf + log { ----- } ! 4 sqrt(fw) 10 4 sqrt(fw) 10 Kn ! ! with: ! ! 2 // 1 ! [3] Ab,r = 2 * // -------------- E(s,d) ds dd ! // 2 ! sinh (kD) ! ! with: Ab,r is the representative near bottom excursion ! amplitude ! Kn equivalent roughness ! mf constant ( mf = -0.08) (determined by Jonsson ! and Carlssen 1976 ) ! ! [2] is only valid for Ab,r/Kn larger than approximately 1. ! For smaller values a constant value of fw is used (fw = 0.3 ! for Ab,r/Kn < 1.57 ) ! ! 4. RIPPLES model: ! ----------------- ! ! Friction depends on the formation process of bottom ripples and on ! the grain size of the sediment. ! ! Details can be found in ! ! Smith, Babanin, Riedel and Young (2011) ! Introduction of a new friction routine into the SWAN model that ! evaluates roughness due to bedform and sediment size changes ! Coastal Engineering, 58, 317-326 ! ! 4. Argument variables ! ! SPCSIG: Relative frequencies in computational domain in sigma-space 30.72 ! REAL SPCSIG(MSC) 30.72 ! ! INTEGERS : ! -------- ! ! IX Counter of gridpoints in x-direction ! IY Counter of gridpoints in y-direction ! IS Counter of relative frequency band ! ID Counter of the spectral direction ! IBOT Indicator if bottom friction is on ! ICUR Indicator if a current is present ! IT current time step ! MBOT Maximum array size for the array PBOT ! MXC Maximum counter of gridppoints in x-direction ! MYC Maximum counter of gridppoints in y-direction ! MSC Maximum counter of relative frequency ! MDC Maximum counter of directional distribution ! ISSTOP Maximum counter of wave component in frequency ! space that is propagated ! ! REALS: ! --------- ! ! ABRBOT Near bottom excursion amplitude ! FACB an auxiliary factor contributing to bottom friction ! FW Friction factor ! GRAV Gravitational acceleration ! KD Wavenumber * Depth ! SBOTEO Sourceterm for the bottom friction to be stored ! in the array IMATDA ! CURR Main current velocity ! UC Absolute value of the current ! AKN Nikuradse bottom roughness ! S specific gravity of sediment ! D grain size of sediment ! PHI mobility number for determination of ripple geometry ! THETA Shields entrainment parameter ! DAST dimensionless sediment parameter ! THETAC critical Shields parameter where sediment becomes mobile ! RIPH ripple height ! RIPW ripple wavelength ! ! one and more dimensional arrays: ! --------------------------------- ! ! AC2 2D Action density ! DEP2 2D Depth ! ESIN 1D Sin per spectral direction (id) ! ECOS 1D Cos per spectral direction (id) ! IMATDA 2D Coefficients of diagonal of matrix ! KWAVE 2D Wavenumber function of frequency and IC ! PBOT 1D Coefficient for bottom friction models ! UBOT 2D Near bottom velocity as function of X,Y ! UX2 2D Current velocity in y direction as function of X,Y ! UY2 2D Current velocity in y direction as function of X,Y ! DISSC1 2D Dissipation coefficient, function of sigma and theta ! FRCOEF 2D Spatially variable friction coefficient 20.68 ! ! 7. Common blocks used ! ! ! 8. Subroutines used ! ! --- ! ! 9. Subroutines calling ! ! SOURCE ! ! 10. Error Messages ! ! --- ! ! 11. Remarks ! ! According to Gleb Pantalev., Mar 3 2017, in the calculation of DDUM: ! ADUM should be replaced with "ADUM*log(10)" ! DDUM = ( ADUM + LOG10(ADUM) - XDUM ) / ! & ( 1.+ ( 1. / ADUM) ) ! ^^^^ ! ! 12. Structure ! ! ------------------------------------------------------------ ! Compute CFBOT according to friction model ! For every spectral frequency do ! compute SBOTEO = CFBOT * (sigma/sinh(kd))**2 ! For every spectral direction do ! add SBOTEO to matrix (IMATDA) ! ------------------------------------------------------------- ! ! 13. Source text ! INTEGER IENT, ID ,IDDUM, IS ,ISSTOP, IT, ITER, J, SWPDIR ! REAL AKN ,XDUM ,KD ,SBOTEO,FACB , & CFW ,FW ,CURR ,UC ,ABRBOT, & ADUM ,CDUM ,DDUM REAL CFBOT(MSC) REAL DSP ,ETOT ,EEX ,EEY ,EAD REAL S ,D ,PHI ,THETA , 41.51 & DAST ,THETAC ,RIPH ,RIPW 41.51 ! LOGICAL VARFR ! REAL AC2(MDC,MSC,MCGRD) , 41.04 & DEP2(MCGRD) , & ECOS(MDC) , & ESIN(MDC) , & IMATDA(MDC,MSC) , & KWAVE(MSC,MICMAX) , & PLBTFR(MDC,MSC,NPTST) , 40.00 & UBOT(MCGRD) , & UX2(MCGRD) , & UY2(MCGRD) , & DISSC1(MDC,MSC,1:MDISP) , 40.67 & FRCOEF(MCGRD) 20.68 ! INTEGER IDCMIN(MSC) , & IDCMAX(MSC) ! SAVE IENT DATA IENT/0/ IF (LTRACE) CALL STRACE (IENT,'SBOT') ! IF ( IBOT .GE. 1 .AND. DEP2(KCGRD(1)) .GT. 0.) THEN IF (IBOT.EQ.1) THEN ! ! *** Jonswap model *** ! ! PBOT(3) = GAMMA (a) in the Jonswap formulation ! CFBOT = PBOT(3) / GRAV**2 ELSEIF (IBOT.EQ.2) THEN ! ! *** Collins model *** ! ! PBOT(2) = [cfw] ! IF (VARFR) THEN 20.68 CFW = FRCOEF(KCGRD(1)) ELSE CFW = PBOT(2) ENDIF CFBOT = CFW * UBOT(KCGRD(1)) / GRAV ELSEIF (IBOT.EQ.3) THEN ! ! *** Madsen model *** ! IF (VARFR) THEN 20.68 AKN = FRCOEF(KCGRD(1)) ELSE AKN = PBOT(5) ENDIF ! ! *** PBOT(4) = Mf *** ! *** AKN = PBOT(5) = [kn] (roughness) *** ! IF ( (ABRBOT / AKN ) .GT. 1.57 ) THEN XDUM = PBOT(4) + LOG10 ( ABRBOT / AKN ) ! ! *** solving the implicit equation using a Newton *** ! *** Rapshon iteration proces : a + log a = b *** ! *** the start value for ADUM = 0.3 because 0.3626 *** ! *** is the minimum value of ADUM with b=-0.08. *** ! ADUM = 0.3 DO 28 J = 1, 50 CDUM = ADUM DDUM = ( ADUM + LOG10(ADUM) - XDUM ) / & ( 1.+ ( 1. / ADUM) ) ADUM = ADUM - DDUM IF ( ABS(CDUM - ADUM) .LT. 1.E-4 ) GOTO 29 28 CONTINUE WRITE(*,*) ' error in iteration fw: Madsen formulation' 29 CONTINUE ! 1 1 ! *** computation of FW --> A = ----- --> FW = ----- ! 4 uFW 16 A**2 FW = 1. / (16. * ADUM**2) ELSE FW = 0.3 ENDIF CFBOT = UBOT(KCGRD(1)) * FW / (SQRT(2.) * GRAV) ELSEIF ( IBOT.EQ.4 ) THEN ! ! *** Jonswap model with variable friction coefficient *** ! *** as function of frequency-dependent directional *** ! spreading (varies linearly between 0.038 - 0.067) *** ! DO IS = 1, MSC ETOT = 0. EEX = 0. EEY = 0. DO ID = 1, MDC EAD = SPCSIG(IS)*AC2(ID,IS,KCGRD(1)) ETOT = ETOT + EAD EEX = EEX + EAD * ECOS(ID) EEY = EEY + EAD * ESIN(ID) ENDDO IF ( ETOT.GT.0. ) THEN XDUM = 1.-MIN(1.,SQRT(EEX*EEX+EEY*EEY)/ETOT) DSP = SQRT(2.*XDUM) *180./PI ELSE DSP = 0. ENDIF IF ( DSP.LT.PBOT(8) ) THEN CFBOT(IS) = PBOT(6) ELSEIF ( DSP.GT.PBOT(9) ) THEN CFBOT(IS) = PBOT(7) ELSE CFBOT(IS) = PBOT(6) + (PBOT(7)-PBOT(6))*(DSP-PBOT(8))/ & (PBOT(9)-PBOT(8)) ENDIF CFBOT(IS) = CFBOT(IS) / GRAV**2 ENDDO ELSEIF ( IBOT.EQ.5 ) THEN ! ! *** ripples model *** ! ! set some constants S = PBOT(6) D = PBOT(7) IF ( NSTATC.EQ.1 .AND. IT.EQ.1 ) THEN ! if nonstationary and first time step, roughness is based on grain size (assumes no ripples) AKN = 2.5*D IF ( (AKN/ABRBOT).LT.0.63 ) THEN ! friction factor based on Swart formula FW = EXP(5.213*((AKN/ABRBOT)**0.194)-5.977) ELSE FW = 0.3 ENDIF ELSEIF ( NSTATC.EQ.0 .AND. ITER.EQ.1 ) THEN ! if stationary and first iteration, roughness is based on grain size (assumes no ripples) AKN = 2.5*D IF ( (AKN/ABRBOT).LT.0.63 ) THEN ! friction factor based on Swart formula FW = EXP(5.213*((AKN/ABRBOT)**0.194)-5.977) ELSE FW = 0.3 ENDIF ELSE ! set friction factor obtained from previous time step or iteration FW = FRCOEF(KCGRD(1)) ENDIF ! mobility number PHI = ((UBOT(KCGRD(1)))**2)/((S-1.)*GRAV*D) ! Shields entrainment parameter THETA = 0.5 * FW * PHI ! dimensionless sediment size parameter DAST = (((GRAV*(S-1.))/((1.36E-6)**2))**(1./3.))*D ! critical Shields parameter where sediment begins to move THETAC = 0.3/(1.+(1.2*DAST))+0.055*(1-(2.718**(-0.02*DAST))) IF ( THETA.LE.1. .AND. THETA.GE.THETAC ) THEN ! case for mobile seabed where ripples are likely to occur ! calculation of ripple height IF ( PHI.GT.10 ) THEN RIPH = ABRBOT*(21.*PHI**(-1.85)) ELSE RIPH = ABRBOT*(0.275-0.022*(PHI**0.5)) ENDIF ! calculation of ripple wavelength RIPW = RIPH/(0.342-0.34*THETA**0.25) ! roughness coefficient calculation incorporating ripple height and wavelength AKN = ((8.*RIPH**2)/RIPW)+(170.*D*(THETA-0.05)**0.5) ELSEIF ( THETA.GT.1. ) THEN ! case of sheet flow, ripples are flattened AKN = 170.*D*((THETA-0.05)**0.5) ELSE ! immobile seabed case: zero concentration and friction based on grain size AKN = 2.5*D ENDIF ! final friction factor calculation from Swart formula IF ( (AKN/ABRBOT).LT.0.63 ) THEN FW = EXP(5.213*((AKN/ABRBOT)**0.194)-5.977) ELSE FW = 0.3 ENDIF ! bottom friction coefficient based on friction factor CFBOT = UBOT(KCGRD(1)) * FW / (SQRT(2.) * GRAV) ! save friction factor to FRCOEF for next time step or iteration IF (( SWPDIR .EQ. 1) .OR. & ( SWPDIR .EQ. 2 .AND. IXCGRD(1) .EQ. 1) .OR. & ( SWPDIR .EQ. 3 .AND. IYCGRD(1) .EQ. 1) .OR. & ( SWPDIR .EQ. 4 .AND. & (IXCGRD(1).EQ.MXC .AND. IYCGRD(1).EQ.1) )) THEN ! save only for first encounter in a sweep FRCOEF(KCGRD(1)) = FW ENDIF ENDIF ! ! *** test output *** ! IF (TESTFL .AND. ITEST.GE.60) THEN WRITE (PRTEST, 910) IBOT, KCGRD(1), DEP2(KCGRD(1)), CFBOT(1) 910 FORMAT (' SBOT :IBOT INDX DEP CFBOT:', 2I5, 2E12.4) ENDIF ! DO 700 IS = 1, ISSTOP KD = KWAVE(IS,1) * DEP2(KCGRD(1)) IF ( KD .LT. 10. ) THEN FACB = CFBOT(IS) * (SPCSIG(IS) / SINH(KD)) **2 41.04 40.57 30.72 ! DO 690 IDDUM = IDCMIN(IS) , IDCMAX(IS) ID = MOD ( IDDUM - 1 + MDC , MDC ) + 1 ! SBOTEO = FACB 40.57 IF (IBOT.EQ.2 .AND. ICUR.EQ.1 .AND. PBOT(1).GT.0.) THEN ! additional dissipation due to current, seldom used CURR = UX2(KCGRD(1))*ECOS(ID) + UY2(KCGRD(1))*ESIN(ID) UC = ABS(CURR) ! PBOT(1) = [cfc] SBOTEO = FACB + PBOT(1) * UC * 40.57 & (SPCSIG(IS) / SINH(KD)) **2 30.72 ENDIF ! ! *** store the results in the array IMATDA *** ! *** if testfl store results in array for isoline plot *** ! IMATDA(ID,IS) = IMATDA(ID,IS) + SBOTEO IF (TESTFL) PLBTFR(ID,IS,IPTST) = -1.* SBOTEO 40.00 DISSC1(ID,IS,3) = DISSC1(ID,IS,3) + SBOTEO 40.67 690 CONTINUE ENDIF 700 CONTINUE ! ENDIF ! ! End of subroutine SBOT RETURN END ! !**************************************************************** ! SUBROUTINE SVEG ( DEP2 ,IMATDA ,ETOT ,SMEBRK , & KMESPC ,PLVEGT , & IDCMIN ,IDCMAX ,ISSTOP ,DISSC1 , & NPLA2 ) ! !**************************************************************** ! USE SWCOMM2 USE SWCOMM3 USE SWCOMM4 USE OCPCOMM4 USE M_GENARR ! IMPLICIT NONE ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! ! 40.55: Bastiaan Burger, Martijn Meijer ! 40.61: Marcel Zijlema ! 40.58: Tomo Suzuki, Marcel Zijlema ! ! 1. Updates ! ! 40.55, May. 05: implementation of vegetation dissipation formula ! 40.61, Sep. 06: introduce DISVEG variable for output purposes ! 40.58, Nov. 08: some modifications and corrections ! ! 2. Purpose ! ! Computation of the source term due to vegetation dissipation ! ! 3. Method ! ! The energy dissipation due to vegetation is described by a ! Morrison type equation, modelling the plants as vertical, ! noncompliant cylinders, neclecting swaying motions induced by ! waves. Vegetation characteristics that are used as input are ! drag coefficient, vegetation height, plant density and diameter. ! ! The formula used in SWAN is due to Dalrymple (1984) ! (see Mendez and Losada, 2004): ! ! d(Cg E) ! ------- = -epsv ! dx ! ! with dissipation due to vegetation: ! ! epsv = 1/2 * 1/sqrt(pi) * rho * Cd * bv * Nv * ! 3 ! (gk/2sigma)^3 * ((A + B)/C) * Hrms ! ! where ! ! rho = water density ! k = wave number ! sigma = angular frequency ! Cd = drag coefficient ! bv = stem thickness ! Nv = vegetation density ! Hrms = rms wave height ! ! and the coefficients ! ! A = sinh^3 k*ah ! B = 3*sinh k*ah ! C = 3k*cosh^3 kh ! ! with ah the vegetation height ! ! The source term to be used in SWAN is based on the ! corresponding dissipation rate and reads ! ! Dtot = -epsv / rho / g ! ! In the formulation, the mean average wavenumber according ! to the WAM-formulation and the mean frequency will be employed ! ! Now, the source term is: ! ! E ! Sveg = Dtot * ------ = factor * sqrt(Etot) * E ! Etot ! ! and is linearized by means of the Picard iteration ! ! ! 4. Argument variables ! ! DEP2 water depth ! DISSC1 dissipation coefficient ! ETOT total energy per spatial gridpoint ! IDCMIN frequency dependent counter in directional space ! IDCMAX frequency dependent counter in directional space ! IMATDA coefficients of diagonal of matrix ! ISSTOP maximum counter of wave component in frequency ! space that is propagated ! KMESPC mean average wavenumber according to the WAM-formulation ! NPLA2 number of plants per square meter (depth-averaged) ! PLVEGT array containing the vegetation source term for test-output ! SMEBRK mean frequency according to first order moment ! INTEGER ISSTOP, IDCMIN(MSC), IDCMAX(MSC) REAL DEP2(MCGRD) , & IMATDA(MDC,MSC) , & DISSC1(MDC,MSC,MDISP), & PLVEGT(MDC,MSC,NPTST), & NPLA2 (MCGRD) REAL ETOT, SMEBRK, KMESPC ! ! 6. Local variables ! ! A : auxiliary variable ! B : auxiliary variable ! C : auxiliary variable ! D : auxiliary variable ! ID : counter of the spectral direction ! IDDUM : counter ! IENT : number of entries ! IK : counter ! IL : counter ! IS : counter of relative frequency band ! KD : wavenumber times water depth ! KVEGH : wavenumber times plant height ! LAYPRT: part of layer below water level ! SINHK : sinh(kh) ! SLAYH : total sum of layer thicknesses ! SLAYH1: sum of layer thicknesses below water level ! SLAYH2: sum of layer thicknesses below water level ! SVEG1 : layer-independent dissipation factor ! SVEG2 : total sum of dissipation factor over layers ! SVEGET: source term containing dissipation due to vegetation ! to be stored in the array IMATDA ! INTEGER ID, IDDUM, IENT, IK, IL, IS REAL A, B, C, D, KD, KVEGH, LAYPRT, SINHK, SLAYH, & SLAYH1, SLAYH2, SVEG1, SVEG2, SVEGET ! ! 9. Subroutines calling ! ! SOURCE ! ! 12. Structure ! ! Vegetation parameters are given per layer thickness, so for ! each layer the contribution to wave damping is calculated ! ! This routine checks in which layer the water level is present ! ! ----------- ! ILMAX ! ----------- ! _ d 2 ! --|-------- ! | 1 ! --|-------- ! ! d = waterdepth ! ILMAX = number of layers in grid point ! ! Subsequently, the vegetation parameters up to the layer where the ! water level is in, are used to calculate dissipation for each layer ! ! Thereafter, the contributions to disspation are summed up ! ! With this summation the total dissipation due to vertical varying ! vegetation is calculated ! ! 13. Source text ! SAVE IENT DATA IENT/0/ IF (LTRACE) CALL STRACE (IENT,'SVEG') ! --- compute layer-independent vegetation dissipation factor KD = KMESPC * DEP2(KCGRD(1)) IF ( KD.GT.10. ) RETURN C = 3.*KMESPC*(COSH(KD))**3 SVEG1 = SQRT(2./PI) * GRAV**2 * (KMESPC/SMEBRK)**3 * SQRT(ETOT)/ C IF ( VARNPL ) SVEG1 = SVEG1 * NPLA2(KCGRD(1)) ! --- compute dissipation factor for each layer and summed up SLAYH = 0. DO IL = 1, ILMAX SLAYH = SLAYH + LAYH(IL) ENDDO KVEGH = 0. C = 0. D = 0. SVEG2 = 0. IF ( DEP2(KCGRD(1)).GT.SLAYH ) THEN DO IL = 1, ILMAX KVEGH = KVEGH + KMESPC * LAYH(IL) SINHK = SINH(KVEGH) A = C B = D C = SINHK**3 D = 3.*SINHK A = C - A B = D - B SVEG2 = SVEG2 + VEGDRL(IL)*VEGDIL(IL)*VEGNSL(IL)*(A + B) END DO ELSE IF ( DEP2(KCGRD(1)).LT.LAYH(1) ) THEN SINHK = SINH(KD) A = SINHK**3 B = 3.*SINHK SVEG2 = VEGDRL(1)*VEGDIL(1)*VEGNSL(1)*(A + B) ELSE SLAYH1 = 0. SLAYH2 = 0. LAYPRT = 0. VGLOOP : DO IL = 1, ILMAX SLAYH1 = SLAYH1 + LAYH(IL) IF (DEP2(KCGRD(1)).LE.SLAYH1) THEN DO IK = 1, IL-1 SLAYH2 = SLAYH2 + LAYH(IK) END DO LAYPRT = DEP2(KCGRD(1)) - SLAYH2 DO IK = 1, IL-1 KVEGH = KVEGH + KMESPC * LAYH(IK) SINHK = SINH(KVEGH) A = C B = D C = SINHK**3 D = 3.*SINHK A = C - A B = D - B SVEG2 = SVEG2+VEGDRL(IK)*VEGDIL(IK)*VEGNSL(IK)*(A + B) END DO KVEGH = KVEGH + KMESPC * LAYPRT SINHK = SINH(KVEGH) A = C B = D C = SINHK**3 D = 3.*SINHK A = C - A B = D - B SVEG2 = SVEG2 + VEGDRL(IL)*VEGDIL(IL)*VEGNSL(IL)*(A + B) EXIT VGLOOP END IF END DO VGLOOP END IF ! --- compute total dissipation SVEGET = SVEG1 * SVEG2 ! ! *** test output *** ! IF (TESTFL .AND. ITEST.GE.60) THEN WRITE (PRTEST, 110) IVEG, KCGRD(1), DEP2(KCGRD(1)), SVEGET 110 FORMAT (' SVEG :IVEG INDX DEP VEGFAC:', 2I5, 2E12.4) END IF DO IS = 1, ISSTOP DO IDDUM = IDCMIN(IS), IDCMAX(IS) ID = MOD ( IDDUM - 1 + MDC , MDC ) + 1 ! *** store the results in the array IMATDA *** ! *** if testfl store results in array for isoline plot *** IMATDA(ID,IS) = IMATDA(ID,IS) + SVEGET IF (TESTFL) PLVEGT(ID,IS,IPTST) = -1.* SVEGET DISSC1(ID,IS,5) = DISSC1(ID,IS,5) + SVEGET END DO END DO RETURN END ! !**************************************************************** ! SUBROUTINE STURBV (TURBV2 ,DEP2 ,IMATDA , & IDCMIN ,IDCMAX ,ISSTOP , & KWAVE ,DISSC1 ,PLTURB ) ! !**************************************************************** ! USE SWCOMM3 USE SWCOMM4 USE OCPCOMM4 USE M_WCAP, ONLY: SIGPOW ! IMPLICIT NONE ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! 40.35: Nico Booij ! 1. Updates ! 40.35, July 04: new subroutine ! 2. Purpose ! Computation of the dissipation term due to turbulent viscosity ! 3. Method ! ITURBV=1: see Tolman ! 4. Argument variables REAL :: IMATDA(1:MDC,1:MSC) ! main diagonal of matrix REAL, INTENT(IN) :: KWAVE(1:MSC,1:ICMAX) ! wave number REAL :: DISSC1(1:MDC,1:MSC,1:MDISP) ! total dissipation in spectral domain REAL, INTENT(IN) :: TURBV2(1:MCGRD) ! turbulent viscosity at current time REAL, INTENT(IN) :: DEP2(1:MCGRD) ! water depth REAL :: PLTURB(MDC,MSC,NPTST) INTEGER :: IDCMIN(1:MSC), IDCMAX(1:MSC) INTEGER :: ISSTOP ! 5. Local variables INTEGER :: ID, IDDUM, IS ! counters in spectral space REAL :: CVISC ! dissipation coefficient REAL :: VISCLOC ! local turbulent viscosity REAL :: XKD ! dimensionless depth ! 8. Subroutines used ! --- ! 9. Subroutines calling ! SOURCE ! 10. Error Messages ! --- ! 11. Remarks ! --- ! 12. Structure ! ------------------------------------------------------------ ! If local turbulent viscosity is >0 ! Then For all spectral frequencies do ! compute dissipation coefficient CVISC ! For every spectral direction do ! add CVISC to matrix diagonal (IMATDA) ! ------------------------------------------------------------- ! 13. Source text INTEGER, SAVE :: IENT = 0 IF (LTRACE) CALL STRACE (IENT,'STURBV') VISCLOC = TURBV2(KCGRD(1)) IF (TESTFL .AND. ITEST.GE.60) WRITE (PRTEST, 20) & IXCGRD(1)-1, IYCGRD(1)-1, VISCLOC, & PTURBV(1) 20 FORMAT ( 'test STURBV, point ', 2I3, 3X, 2E12.4) IF (VISCLOC .GT. 0.) THEN IF (ITURBV.EQ.1) THEN ! *** Tolman's model *** DO IS = 1, ISSTOP ! expression: Pt * K * k * sigma^2 / g * (tanh(kd) - kd/(cosh(kd)^2)) XKD = KWAVE(IS,1) * DEP2(KCGRD(1)) CVISC = PTURBV(1) * VISCLOC * KWAVE(IS,1) * & SIGPOW(IS,2) / GRAV * & (TANH(MIN(30.,XKD)) - XKD/((COSH(MIN(30.,XKD)))**2)) DO IDDUM = IDCMIN(IS) , IDCMAX(IS) ID = MOD ( IDDUM - 1 + MDC , MDC ) + 1 ! *** store the results in the array IMATDA *** ! *** if testfl store results in array for isoline plot *** IMATDA(ID,IS) = IMATDA(ID,IS) + CVISC IF (TESTFL) PLTURB(ID,IS,IPTST) = -1.* CVISC DISSC1(ID,IS,6) = DISSC1(ID,IS,6) + CVISC ! ENDDO ENDDO ENDIF ENDIF RETURN END subroutine STURBV ! !**************************************************************** ! SUBROUTINE SMUD ( DEP2 ,IMATDA , & KMUD ,CGMUD ,DMW , & IDCMIN ,IDCMAX ,ISSTOP , & DISSC1 ,PLMUD ) ! !**************************************************************** ! USE SWCOMM3 USE SWCOMM4 USE OCPCOMM4 ! IMPLICIT NONE ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! ! 40.59: Erick Rogers ! ! 1. Updates ! ! 40.59, Aug. 07: New subroutine ! ! 2. Purpose ! ! Determine extra damping of waves over a muddy bottom ! ! 3. Method ! ! Compute sink term accounting for dissipation by viscous fluid mud using Ng (2000) ! ! See also Rogers and Holland (2009) ! ! 4. Argument variables ! ! CGMUD muddy group velocity (calculated via routine KSCIP2) ! DEP2 water depth ! DISSC1 dissipation coefficient ! DMW mud dissipation rate (calculated via routine NG and ! it represents the imaginary part of the wave number) ! IDCMIN frequency dependent counter in directional space ! IDCMAX frequency dependent counter in directional space ! IMATDA coefficients of diagonal of matrix ! ISSTOP maximum counter of wave component in frequency ! space that is propagated ! KMUD muddy wave number (calculated via routine KSCIP2 and ! it represents the real part of the wave number) ! PLMUD array containing the fluid mud source term for test-output ! REAL :: IMATDA(1:MDC,1:MSC) REAL, INTENT(IN) :: CGMUD(1:MSC,1:ICMAX) REAL, INTENT(IN) :: DMW(1:MSC,1:ICMAX) REAL, INTENT(IN) :: KMUD(1:MSC,1:ICMAX) REAL :: DISSC1(1:MDC,1:MSC,1:MDISP) REAL, INTENT(IN) :: DEP2(1:MCGRD) REAL :: PLMUD(MDC,MSC,NPTST) INTEGER :: IDCMIN(1:MSC), IDCMAX(1:MSC) INTEGER :: ISSTOP ! ! 5. Local variables ! ! ID counter in directional space ! IENT number of entries ! IS counter in frequency space ! KD dimensionless depth ! SMUDWD source term containing fluid mud-induced wave dissipation ! INTEGER :: IENT INTEGER :: ID, IDDUM, IS REAL :: KD REAL :: SMUDWD ! ! 13. Source text ! SAVE IENT DATA IENT/0/ IF (LTRACE) CALL STRACE (IENT,'SMUD') ! DO IS = 1, ISSTOP ! KD = KMUD(IS,1) * DEP2(KCGRD(1)) ! IF ( KD.LT.10. ) THEN SMUDWD = 2. * DMW(IS,1) * CGMUD(IS,1) DO IDDUM = IDCMIN(IS) , IDCMAX(IS) ID = MOD ( IDDUM - 1 + MDC , MDC ) + 1 ! *** store the results in the array IMATDA *** ! *** if testfl store results in array for isoline plot *** IMATDA(ID,IS) = IMATDA(ID,IS) + SMUDWD IF (TESTFL) PLMUD(ID,IS,IPTST) = -1.* SMUDWD DISSC1(ID,IS,7) = DISSC1(ID,IS,7) + SMUDWD ! ENDDO ENDIF ! ENDDO RETURN END ! !**************************************************************** ! SUBROUTINE FRABRE ( HM, ETOT, QBLOC, KTETA ) 41.47 30.77 ! !**************************************************************** ! USE SWCOMM4 40.41 USE OCPCOMM4 40.41 ! IMPLICIT NONE ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! ! 30.77: Annette Kieftenburg ! 40.41: Marcel Zijlema ! 41.47: James Salmon ! ! 1. Updates ! ! 30.77, Sep. 98: the discontinuity at B = 0.9 has been removed and ! the discontinuity at B = 0.3 is changed in a discontinuity ! at B = 0.2 for which QBLOC = 1.E-9 ! 40.41, Oct. 04: common blocks replaced by modules, include files removed ! 41.47, Oct. 13: include effect wave directionality ! ! 2. Purpose ! ! to compute the fraction of breaking waves in point ix,iy ! of the computational grid ! ! 3. Method (updated...) ! ! The fraction of breaking waves in a point ix,iy is given by ! the implicit relation: ! ! 1 - Qb ETOT ! ------ = -8 * ----- ! ln Qb HM**2 ! ! from which Qb can be found by solving the equation: ! ! ETOT ! F = 1 - Qb + 8 * ---- * ln(Qb) = 0. ! 2 ! HM ! ! The following appproximation is applied: ! ! 2 ! (1)| B = sqrt( 8 ETOT/HM ), i.e. B = Hrms/HM ! ! ! | Qo = 0. B <= 0.5 ! (2)| 2 ! | Qo = ( 2B -1 ) 0.5 < B <= 1 ! ! ! applying the Newton-Raphson procedure (for 0.2= 1.0 ! | ! ! Here the parameters ETOT and HM are determined in the subroutine ! SINTGRL ! ! 4. Argument variables ! ! ETOT input total energy per spatioal gridpoint ! HM input maximum wave height ! KTETA input number of directional partitions ! QBLOC output second iteration of the fraction of breaking waves ! REAL ETOT, HM, KTETA, QBLOC ! ! 5. Parameter variables ! ! 6. Local variables ! ! B dummy variable ! B2 dummy variable: B**2 ! IENT number of entries ! QO first estimate of the fraction of breaking waves ! Z dummy variable ! INTEGER IENT REAL B, B2, QO, Z ! ! 7. Common blocks used ! ! ! 8. Subroutines used ! ! 9. Subroutines calling ! ! SINTGRL ! ! 10. Error messages ! ! 11. Remarks ! ! 12. Structure ! ! ------------------------------------------------------------ ! Read the total wave energy ETOT and the maximum waveheight HM ! If HM > 0. and ETOT > 0., then ! Compute factor B according to equation (1) ! Else ! B = 0 ! ------------------------------------------------------------ ! Compute first estimate Qo according to equation (2) ! Compute Qb according to equation (3) ! ------------------------------------------------------------ ! End of FRABRE ! ------------------------------------------------------------ ! ! 13. Source text ! SAVE IENT DATA IENT/0/ IF (LTRACE) CALL STRACE (IENT,'FRABRE') ! IF ( (HM .GT. 0.) .AND. (ETOT .GE. 0.) ) THEN B = SQRT(8. * ETOT / (HM*HM) ) B = B / SQRT(KTETA) ELSE B = 0.0 END IF ! IF ( B .LE. 0.5 ) THEN QO = 0. ELSE IF ( B .LE. 1.0 ) THEN QO = (2.*B - 1.)**2 END IF ! IF ( B .LE. 0.2 ) THEN QBLOC = 0.0 ELSE IF ( B .LT. 1.0 ) THEN ! ! *** second iteration to find Qb *** ! B2 = B*B Z = EXP((QO-1.)/B2) QBLOC = QO - B2 * (QO-Z)/(B2-Z) ELSE QBLOC = 1.0 END IF ! IF ( TESTFL .AND. ITEST .GE. 110 ) THEN WRITE (PRINTF,6120) ETOT, HM, B, QBLOC 6120 FORMAT (' FRABRE: ETOT HM B QB : ',4E12.4) END IF ! ! End of subroutine FRABRE RETURN END ! !**************************************************************** ! SUBROUTINE SSURF (ETOT ,HM ,QB ,SMEBRK ,KTETA , 41.47 30.81 & KMESPC ,SPCSIG ,AC2 ,IMATRA , 30.81 & IMATDA ,IDCMIN ,IDCMAX ,PLWBRK , 30.81 & ISSTOP ,DISSC0 ,DISSC1 ) 40.67 40.61 30.81 30.21 ! !**************************************************************** ! USE SWCOMM3 40.41 USE SWCOMM4 40.41 USE OCPCOMM4 40.41 USE M_WCAP, ONLY: SIGM_WAM 41.47 ! IMPLICIT NONE ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! ! 30.62: IJsbrand Haagsma ! 30.81: Annette Kieftenburg ! 30.82: IJsbrand Haagsma ! 40.13: Nico Booij ! 40.41: Marcel Zijlema ! 40.61: Marcel Zijlema ! 40.67: Nico Booij ! 41.03: Andre van der Westhuysen ! 41.06: Gerbrant van Vledder ! 41.38: James Salmon ! 41.47: James Salmon ! ! 1. Updates ! ! 30.62, Aug. 97: Prevented a possible division by zero ! 30.82, Sep. 98: Changed indices of PLWBRK-array declaration ! 30.82, Oct. 98: Made subroutine intrinsic DOUBLE PRECISION ! 30.81, Sep. 99: Argumentlist reduced ! 40.13, Jan. 01: PLWBRK corrected (dissipation test output) ! 40.41, Oct. 04: common blocks replaced by modules, include files removed ! 40.61, Sep. 06: introduce DISSRF variable for output purposes ! 40.67, Jun. 07: more accurate computation of dissipation terms ! 41.03, Feb. 09: extension to alternative surf breaking formula's ! 41.06, Mar. 09: extension to frequency dependent surf breaking ! 41.38, Apr. 12: extension to nkd scaling ! 41.47, Oct. 13: changes to nkd scaling (now called beta-kd model) ! ! 2. Purpose ! ! Computation of the source term due to wave breaking with one of the ! following formulation: ! 1) Battjes and Janssen (1978) ! 2) Thornton and Guza (1983) ! 3) Salmon and Holthuijsen (2013) ! ! Note: white capping is not taken into account ! ! 3. Method ! ! Basically, the source term for surf breaking is implemented following ! the approach of Battjes/Janssen (1978) for the energy dissipation: ! ! Alpha - 2 - SMEBRK ! Dtot = ---- Qb * f * Hm with f = ------ ! 4 2 * Pi ! ! Now, the source term is: ! ! SIGMA * AC2(ID,IS,IX,IY) ! Sbr = Dtot * ------------------------ = ! Etot ! ! ! Alpha * SMEBRK * Qb * Hm * Hm SIGMA * AC2(ID,IS,IX,IY) ! = ------------------------------ * ------------------------- ! 8 * Pi Etot ! ! ! = WS * SIGMA * AC2(ID,IS,IX,IY) = WS * E ! ! ! with ! ! Alpha = PSURF(1) ; ! ! SMEBRK Qb ! WS = Alpha ------ -- ; ! Pi BB ! 2 ! BB = 8 Etot / Hm = - (1 - Qb) / ln (Qb) ; ! ! ! The local maximum wave height Hm and mean frequency SMEBRK are computed ! in subroutine SINTGRL. ! The fraction of breaking waves Qb is calculated in the subroutine FRABRE ! ! The new value for the dissipation is computed implicitly using ! the last computed value for the action density Nold (at the spatial ! gridpoint under consideration). ! ! Sbr = WS * N ! ! = Sbr_new + (d Sbr/d N) (Nnew - Nold) ! ! = WS * Nnew + SbrD * (Nnew - Nold) ! ! = (WS + SbrD)* Nnew - SbrD * Nold ! ! = SURFA1 * Nnew - SURFA0 * Nold ! ! In order to do this we need the derivative ! of the source term Sbr to the action density N ! ! d Sbr d WS ! SbrD = ----- = ---- * N + WS ! d N d N ! ! Since BB and N are proportional, we have ! ! d Sbr d WS SMEBRK (d Qb/ d BB) *BB - Qb ! ----- = ---- * BB + WS = Alpha ------ --------------------- * BB + WS ! d N d BB Pi sqr(BB) ! ! ! SMEBRK d Qb ! = Alpha ------ ---- ! Pi d BB ! ! With: ! ! d Qb 1 ! ---- = ------------- ; ! d BB (d BB / d Qb) ! ! 2 ! d Qb ln (Qb) ! ---- = --------------------------- ! d BB ln (Qb) + (1 - Qb) (1 / Qb) ! ! Qb (1 - Qb) ! = ------------ ; ! BB (BB - Qb) ! ! Hence, ! ! d Sbr 1 - Qb ! ----- = WS ------- ! d N BB - Qb ! ! ! Alternatively, the source term for surf breaking is implemented following ! the approach of Thornton and Guza (1983) for energy dissipation: ! ! 3 - ! B * f 3 - SMEBRK ! Dtot = ------- * INT(0,inf){H * W(H) * p(H)}dH with f = ------ ! 4 * d 2 * Pi ! ! 3 ! 3 * B * SMEBRK 3 ! = ------------------ * W * Hrms ! 32 * sqrt(Pi) * d ! ! 3 3 ! with INT(0,inf){H * p(H)}dH = 3/4*sqrt(Pi)*Hrms ! ! ! after Thornton and Guza (1983), Eqs. (24),(25) ! ! and ! ! Hrms n ! W = (------) ! Hmax ! ! ! For implementation details, see the Scientific/Technical documentation. ! ! ! 4. Argument variables ! ! AC2 input : Action density array ! DISSC0 output: Dissipation coefficient as explicit part ! (meant for output) ! DISSC1 output: Dissipation coefficient as implicit part ! (meant for output) ! ETOT input : Total energy per spatial gridpoint ! HM input : Maximum wave height ! ICMAX input : Maximum number of elements in KCGRD array ! IDCMIN input : Minimum number for counter IDDUM ! IDCMAX input : Maximum number for counter IDDUM ! IMATDA output: Coefficient of diagonal matrix (2D) ! IMATRA output: Coefficient of righthandside of matrix ! ISSTOP input : Maximum for counter IS ! KMESPC input : Mean average wavenumber according to the WAM-formulation ! KTETA input : number of directional partitions ! PLWBRK output: array containing the surf breaking source term ! for test-output ! QB input : Fraction of breaking waves ! SMEBRK input : Mean frequency according to first order moment ! INTEGER ISSTOP, & IDCMIN(MSC), IDCMAX(MSC) ! REAL AC2(MDC,MSC,MCGRD) , & DISSC0(MDC,MSC,MDISP), 40.67 & DISSC1(MDC,MSC,MDISP), 40.67 & IMATDA(MDC,MSC) , & IMATRA(MDC,MSC) , & PLWBRK(MDC,MSC,NPTST) 40.00 REAL SPCSIG(MSC) ! REAL ETOT, HM, QB, SMEBRK, KMESPC, KTETA 41.47 30.81 ! ! 5. Parameter variables ! ! 6. Local variables ! BB Rate between the total energy and the energy ! according to the maximum wave height HM ! DIS0 Dummy variable ! FMEAN Mean frequency, i.e. f0,1 ! ID Counter for directional steps ! IDDUM Counter ! IENT Number of entries ! IS Counter for frequency steps ! SURFA0 Coefficient for old source term in matrix equation ! (i.e. SURFA0 * Nold = right hand side of matrix equation) ! SURFA1 Coefficient for new source term in matrix equation ! WS Wavebreaking source term coefficient = DTOT/ETOT ! SbrD Derivative of source term for surf breaking (Sbr) to action density ! INTEGER ID, IDDUM, IENT, IS REAL PP, FAC, EPTOT, ETOT0, FMEAN, & ECS(MDC), FMIN, FMAX, FRFAC(MSC) DOUBLE PRECISION BB, DIS0, SbrD, & SURFA0, SURFA1, WS , & TEMP1 , TEMP2 REAL SwanIntgratSpc ! ! ! 7. Common blocks used ! ! ! 8. Subroutines used ! ! --- ! ! 9. Subroutines calling ! ! SOURCE ! ! 10. Error messages ! ! --- ! ! 11. Remarks ! ! --- ! ! 12. Structure ! ! ------------------------------------------------------------ ! Get HM, QB and ETOT from the subroutine SINTGRL ! For spectral direction IS and ID do, ! get the mean energy frequency average over the full spectrum ! If ETOT > 0 then ! compute source term for energy dissipation SURFA0 and SURFA1 ! Else ! source term for wave breaking is 0. ! End if ! ---------------------------------------------------------- ! Compute source terms for energy averaged frequency ! Store results in the arrays IMATDA and IMATRA ! ------------------------------------------------------------ ! End of SSURF ! ------------------------------------------------------------- ! ! 13. Source text ! SAVE IENT DATA IENT/0/ IF (LTRACE) CALL STRACE (IENT,'SSURF') ! ! ALFA = PSURF(1) ! BB = 8D0 * DBLE(ETOT) / ( DBLE(KTETA) * DBLE(HM)**2 ) 41.47 41.03 30.82 SURFA0 = 0D0 SURFA1 = 0D0 ! IF ( ISURF.LE.3 .OR. ISURF.EQ.6 ) THEN 41.38 41.03 ! ! --- Battjes and Janssen (1978) ! IF ( ISURF.NE.6 ) THEN 41.38 ! use fm_0,1 FMEAN = SMEBRK ELSE ! use WAM definition FMEAN = SIGM_WAM 41.47 ENDIF ! IF (REAL(BB) .GT. 0. .AND. 30.82 & REAL(ABS(BB - DBLE(QB))) .GT. 0.) THEN 30.82 IF ( BB .LT. 1D0 ) THEN 41.03 WS = ( DBLE(PSURF(1)) / DBLE(PI)) * 30.82 & DBLE(QB) * DBLE(FMEAN) / BB 41.38 30.82 SbrD = WS * (1D0 - DBLE(QB)) / (BB - DBLE(QB)) 41.03 30.82 40.00 ELSE WS = ( DBLE(PSURF(1)) / DBLE(PI)) * DBLE(FMEAN) 41.38 30.82 SbrD = 0D0 END IF SURFA0 = SbrD SURFA1 = WS + SbrD ELSE SURFA0 = 0D0 SURFA1 = 0D0 ENDIF ! ELSEIF ( ISURF.EQ.4 ) THEN 41.03 ! ! --- Thornton and Guza (1983) ! IF ( BB.GT.0D0 ) THEN IF ( BB.LT.1D0 ) THEN WS = 75D-2*DBLE(PSURF(4))*DBLE(PSURF(1))**3*DBLE(SMEBRK)* & BB**(0.5*(PSURF(5)+1))/DBLE(SQRT(PI)) SbrD = 5D-1*DBLE(3.+PSURF(5))*WS ELSE WS = 75D-2*DBLE(PSURF(4))*DBLE(PSURF(1))**3*DBLE(SMEBRK)/ & DBLE(SQRT(PI)) SbrD = WS ENDIF SURFA0 = SbrD - WS SURFA1 = SbrD ELSE SURFA0 = 0D0 SURFA1 = 0D0 ENDIF ! ENDIF ! ! *** store the results for surf wave breaking *** ! *** in the matrices IMATDA and IMATRA *** ! FRFAC = 1. 41.06 IF (IFRSRF.EQ.1) THEN 41.06 PP = PSURF(16) FMIN = PI2*PSURF(17) FMAX = PI2*PSURF(18) ECS = 1. ETOT0 = SwanIntgratSpc(0., FMIN, FMAX, SPCSIG, ECS, SPCSIG, & ECS, 0., 0., AC2(1,1,KCGRD(1)), 1 ) EPTOT = SwanIntgratSpc(PP, FMIN, FMAX, SPCSIG, ECS, SPCSIG, & ECS, 0., 0., AC2(1,1,KCGRD(1)), 1 ) FAC = ETOT0/EPTOT IF ( ETOT0.GT.1.E-8 ) THEN DO IS = 1, ISSTOP FRFAC(IS) = FAC*SPCSIG(IS)**PP END DO END IF END IF TEMP1 = SURFA0 * DBLE(KTETA) 41.47 TEMP2 = SURFA1 * DBLE(KTETA) 41.47 DO 101 IS = 1, ISSTOP SURFA0 = TEMP1*FRFAC(IS) 41.06 SURFA1 = TEMP2*FRFAC(IS) 41.06 DO 100 IDDUM = IDCMIN(IS), IDCMAX(IS) ID = MOD ( IDDUM - 1 + MDC , MDC ) + 1 IMATDA(ID,IS) = IMATDA(ID,IS) + REAL(SURFA1) 30.82 DIS0 = SURFA0 * DBLE(AC2(ID,IS,KCGRD(1))) 30.82 IMATRA(ID,IS) = IMATRA(ID,IS) + REAL(DIS0) 30.82 IF (TESTFL) PLWBRK(ID,IS,IPTST) = REAL(SURFA0-SURFA1) 40.13 DISSC0(ID,IS,2) = DISSC0(ID,IS,2) - REAL(DIS0) 40.67 30.82 DISSC1(ID,IS,2) = DISSC1(ID,IS,2) + REAL(SURFA1) 40.67 30.82 100 CONTINUE 101 CONTINUE ! ! *** test output *** ! IF ( TESTFL .AND. ITEST .GE. 110 ) THEN WRITE(PRINTF,6021) SURFA1,SURFA0 6021 FORMAT (' SSURF : SURFA1 SURFA0 :',2D12.4) WRITE(PRINTF,6020) HM, QB, ETOT, SMEBRK 6020 FORMAT (' : HM QB ETOT SMEBRK :',4E12.4) END IF ! ! ! end of the subroutine SSURF RETURN END ! !**************************************************************** ! SUBROUTINE SWCAP (SPCDIR ,SPCSIG ,KWAVE ,AC2 , 40.02 & IDCMIN ,IDCMAX ,ISSTOP , 40.02 & ETOT ,IMATDA ,IMATRA ,PLWCAP , 40.02 & CGO ,UFRIC , 40.53 & DEP2 ,DISSC1 ,DISSC0 ) 40.67 40.61 40.12 ! !**************************************************************** ! USE SWCOMM3 40.41 USE SWCOMM4 40.41 USE OCPCOMM4 40.41 USE M_WCAP ! IMPLICIT NONE ! ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! ! 40.02: IJsbrand Haagsma ! 40.12: IJsbrand Haagsma ! 40.30: Gerbrant van Vledder ! 40.31: Gerbrant van Vledder ! 40.41: Gerbrant van Vledder ! 40.41: Marcel Zijlema ! 40.53: Andre van der Westhuysen ! 40.61: Marcel Zijlema ! 40.63: Andre van der Westhuysen ! 40.67: Nico Booij ! ! 1. Updates ! ! 40.02, Jan. 00: New, based on the old SWCAP1-5 subroutines ! 40.12, Nov. 00: Added WCAP to dissipation output (bug fix) ! 40.41, Oct. 04: common blocks replaced by modules, include files removed ! 40.53: Aug. 04: white-capping based Alves and Banner (2003) method ! 40.61, Sep. 06: introduce DISWCP variable for output purposes ! 40.63, Apr. 07: a correction to Alves and Banner method ! 40.67, Jun. 07: more accurate computation of source terms ! DISSIP and DISIMP renamed DISSC1 and DISSC0 (as elsewhere) ! ! ! 2. Purpose ! ! Calculates the dissipation due to whitecapping ! ! 3. Method ! ! Whitecapping dissipation is formulated as follows: ! ! S_wc(sig,th) = - C_wc E(sig,th) ! ! where the coefficient C_wc has four basic forms: ! ! C_wc1 = C_K sig~ (k/k~): According to Komen (generalised) ! C_wc2 = C_BJ sig~ (k/k~): According to Battjes-Janssen (modified) ! C_wc3 = C_LH : According to Longuet Higgins (1969) ! ! In these formulations C_K is defined as (Komen; 1994 p. 145): ! ! n1 n2 ! C_K = C1 [(1-delta) + delta (k/k~) ] (S~/S_PM) ! ! where C1, delta, n1 and n2 can be varied ! ! ! C_BJ is defined as: ! ! 2 ! alpha Hm Qb ! C_BJ = ----------- ! 8 Pi m0 ! ! where alpha can be varied. ! ! for Hrms > Hm the formulation changes in a limit to (Hrms->Hm; Qb->1): ! ! alpha ! C_BJ = ----- ! Pi ! ! and C_LH is defined as (Komen; 1994 p. 151-152): ! ! 4 2 2 ! C_LH = C3 Sqrt[(m0 sig0 )/g ] exp(A) sig0 (sig/sig0) ! ! where ! 2 2 4 2 2 ! A = -1/8 [1-eps ] [g /(m0 sig0 )] with [1-eps ] = [m2 ] / [m0 m4] ! ! and C3 can be varied ! ! ! In these equations the variables have the following meaning: ! ! Hm : Maximum wave height ! Hrms : Root mean square of the wave heights ! eps^2: Measure for the spectral bandwidth ! m0 : Total wave energy density (=ETOT) ! m2 : Second moment of the variance spectrum (=ETOT2) ! m4 : Fourth moment of the variance spectrum (=ETOT4) ! k : Wave number (=KWAVE(IS,1)) ! k~ : Mean wave number ! Qb : Fraction of breaking waves ! sig : Frequency (=SPCSIG(IS)) ! sig0 : Average zero crossing frequency ! sig~ : Mean frequency ! S~ : Overall steepness (STP_OV) ! S_PM : Overall steepness for a Pierson-Moskowitz spectrum ! th : direction theta (=SPCDIR(ID)) ! ! 4. Argument variables ! ! AC2 : Action density ! ACTOT : Total action density per gridpoint ! CGO : Group velocity (excluding current!) ! DEP2 : Array containing water-depth ! DISSC0: Dissipation coefficient as explicit part (meant for output) ! DISSC1: Dissipation coefficient as implicit part (meant for output) ! ETOT : Total wave energy density ! IDCMIN: Counter that indicates the minimum direction that is propagated in the sweep ! IDCMAX: Counter that indicates the maximum direction that is propagated in the sweep ! IMATDA: The values at the diagonal of the matrix that is solved numerically ! IMATRA: The values at the right-hand side of the equation that is solved numerically ! ISSTOP: Maximum counter in frequency space that is propagated within a sweep ! KWAVE : Wavenumber ! PLWCAP: Array containing the whitecapping source term for test-output ! SPCDIR: (*,1); spectral directions (radians) ! (*,2); cosine of spectral directions ! (*,3); sine of spectral directions ! (*,4); cosine^2 of spectral directions ! (*,5); cosine*sine of spectral directions ! (*,6); sine^2 of spectral directions ! SPCSIG: Relative frequencies in computational domain in sigma-space ! UFRIC : wind friction velocity ! INTEGER, INTENT(IN) :: ISSTOP, IDCMIN(MSC), IDCMAX(MSC) ! REAL, INTENT(IN) :: AC2(MDC,MSC,MCGRD), DEP2(MCGRD) REAL, INTENT(IN) :: ETOT ! Changed ICMAX to MICMAX, since MICMAX doesn't vary over gridpoint 40.22 REAL, INTENT(IN) :: KWAVE(MSC,MICMAX) 40.22 REAL, INTENT(IN) :: SPCDIR(MDC,6), SPCSIG(MSC) REAL, INTENT(OUT) :: PLWCAP(MDC,MSC,NPTST) REAL, INTENT(INOUT) :: IMATDA(MDC,MSC), IMATRA(MDC,MSC) REAL, INTENT(INOUT) :: DISSC0(MDC,MSC,MDISP),DISSC1(MDC,MSC,MDISP) 40.67 40.12 REAL, INTENT(IN) :: UFRIC 40.53 REAL, INTENT(IN) :: CGO(MSC,MICMAX) 40.53 ! ! 6. Local variables ! ! A : Exponential term in the Longuet Higgins expression ! B : Value of saturation spectrum at current wavenumber ! C_BJ : Whitecapping coefficient according to Battjes-Janssen ! C_K : Whitecapping coefficient according to Komen ! C_LH : Whitecapping coefficient according to Longuet Higgins ! EF : Energy density spectrum in frequency domain ! (azimuth-integrated frequency spectrum) ! HM : Maximum waveheight as used in the Battjes-Janssen expression ! HRMS : Significant wave height, based on total energy ! ID : Counter in directional space ! ID1 : Counter in directional space ! ID2 : Another counter in directional space ! IDDUM : Counter in directional space within sweep limits ! IENT : Number of entries in this subroutine ! IS : Counter in frequency space ! N1 : Exponent for the wavenumber term in the Komen expression ! N2 : Exponent for the steepness term in the Komen expression ! P : Exponent of the relative saturation (B/Br) ! QB_WC : The fraction of whitecapping waves in the Battjes-Janssen expression ! SIG0 : Average zero-crossing frequency used in the Longuet Higgins expression ! STP_OV: Overall steepness ! STP_PM: Overall steepness for a Pierson-Moskowitz spectrum ! WCAP : Whitecapping source-term ! WCIMPL: Implicit part of the whitecapping source-term ! INTEGER, SAVE :: IENT = 0 INTEGER :: ID, IDDUM, IS, ID1, ID2 ! REAL :: A, C_BJ, HM, HRMS, N1, N2 REAL :: QB_WC, SIG0, STP_OV, STP_PM ! REAL, ALLOCATABLE :: C_K(:), C_LH(:), WCAP(:), WCIMPL(:) REAL :: B, P, BRKD, FBR 40.63 40.53 REAL :: PWCAP1, PWCAP2, PWCAP9, PWCAP10, PWCAP11 40.63 REAL :: EF(MSC) 40.53 ! ! 8. REMARKS ! ! alpha : PWCAP( 7) ! C1 : PWCAP( 1) ! C3 : PWCAP( 5) ! delta : PWCAP(10) ! ! 9. STRUCTURE ! ! ------------------------------------------------------------ ! Initialisation ! ------------------------------------------------------------ ! Calculate needed parameters ! ------------------------------------------------------------ ! If IWCAP = 1, 2, or 5; Calculate C_K ! If IWCAP = 4 or 5; Calcualte C_BJ ! If IWCAP = 3; Calculate C_LH ! IF IWCAP = 7; Calculate with Alves and Banner (2003) ! ------------------------------------------------------------ ! For frequency dependent part of the spectrum ! Calculate dissipation term due to whitecapping ! ------------------------------------------------------------ ! For the whole frequency domain ! Fill the matrices and PLWCAP-array ! ------------------------------------------------------------ ! End of SWCAP ! ------------------------------------------------------------ ! ! 13. Source text ! IF (LTRACE) CALL STRACE (IENT,'SWCAP') ! ! Initialisation ! IF (ETOT.LE.0.) RETURN IF (ETOT2.LE.0.) RETURN IF (ETOT4.LE.0.) RETURN IF (ACTOT.LE.0.) RETURN IF (EDRKTOT.LE.0.) RETURN ! ALLOCATE (C_K(MSC), C_LH(MSC), WCAP(MSC), WCIMPL(MSC)) WCIMPL(1:MSC) = 0. ! ! Calculate coefficients ! IF ((IWCAP.EQ.1).OR. & (IWCAP.EQ.2).OR. & (IWCAP.EQ.5) ) THEN 40.30 ! ! Calculate C_K ! STP_OV = KM_WAM * SQRT(ETOT) STP_PM = SQRT(PWCAP(2)) N1 = PWCAP(11) N2 = 2. * PWCAP(9) C_K(:) = PWCAP(1) * (1. - PWCAP(10) + & PWCAP(10) * (KWAVE(:,1) / KM_WAM)**N1) * & (STP_OV / STP_PM)**N2 ! ENDIF ! IF ((IWCAP.EQ.4).OR. & (IWCAP.EQ.5) ) THEN ! ! Calculate values for Hm and Qb ! HRMS = SQRT(8. * ETOT) IF (IWCAP.EQ.4) HM = PWCAP(6) / KM01 IF (IWCAP.EQ.5) HM = PWCAP(6) / KM01 ! (PWCAP(8) * KM_WAM) CALL FRABRE(HM, ETOT, QB_WC, 1.) ! ! Calculate C_BJ ! IF (HRMS.GE.HM) THEN C_BJ = PWCAP(7) / PI ELSE IF (HRMS.GT.0.) THEN C_BJ = (PWCAP(7) * HM**2 * QB_WC) / (PI * HRMS**2) ELSE C_BJ = 0. END IF ENDIF ! IF (IWCAP.EQ.3) THEN ! ! Calculate C_LH ! SIG0 = SQRT(ETOT2 / ETOT) ! ! A = -(1./8.)*(ETOT2**2/(ETOT*ETOT4))*(GRAV**2/(ETOT*SIG0**4)) ! rewrite to prevent underflow ! A = -(1./8.) * GRAV**2 / ETOT4 DO IS=1, ISSTOP ! C_LH(IS) = PWCAP(5) * SQRT((ETOT * SIG0**4) / GRAV**2) * ! & EXP(A) * SIG0 * (SPCSIG(IS) / SIG0)**2 ! rewrite to prevent underflow: ! C_LH(IS) = PWCAP(5) * EXP(A) * SQRT(ETOT2) * SPCSIG(IS)**2 / & GRAV END DO END IF ! ! Calculate dissipation according to Alves & Banner (2003) 40.53 ! IF ( IWCAP.EQ.7 ) THEN 40.53 ! ! Calculate C_K 40.63 ! ! Note: use the default parameters of Komen et al. (1984) except Cds ! which is slightly larger ! PWCAP1 = 3.00E-5 40.63 PWCAP2 = 3.02E-3 40.63 PWCAP9 = 2. 40.63 PWCAP10 = 0. 40.63 PWCAP11 = 1. 40.63 ! C_K = 0. 40.63 STP_OV = KM_WAM * SQRT(ETOT) 40.63 STP_PM = SQRT(PWCAP2) 40.63 N1 = PWCAP11 40.63 N2 = 2. * PWCAP9 40.63 C_K(:) = PWCAP1 * (1. - PWCAP10 + 40.63 & PWCAP10 * (KWAVE(:,1) / KM_WAM)**N1) * 40.63 & (STP_OV / STP_PM)**N2 40.63 ! 40.53 ! Loop to calculate B(k) 40.53 ! 40.53 DO IS = 1, ISSTOP 40.53 ! 40.53 ! Calculate E(f) 40.53 ! 40.53 EF(IS) = 0. 40.53 DO ID = 1,MDC 40.53 EF(IS) = EF(IS) + AC2(ID,IS,KCGRD(1))*SPCSIG(IS)*PI2*DDIR 40.53 END DO 40.53 ! 40.53 ! Calculate saturation spectrum B(k) from E(f) 40.53 ! 40.53 B = (1./PI2) * CGO(IS,1) * KWAVE(IS,1)**3 * EF(IS) 40.53 ! 40.53 ! Calculate exponent P of the relative saturation (B/Br) 40.53 ! 40.53 PWCAP(10)= 3. + TANH(25.76*(UFRIC*KWAVE(IS,1)/SPCSIG(IS)-0.1)) 40.53 BRKD = PWCAP(12)*(GRAV*KWAVE(IS,1)/(SPCSIG(IS)**2))**0 40.63 P = PWCAP(10) 40.63 40.53 FBR = 0.5*(1. + TANH( 10.*( (B/BRKD)**0.5 - 1.))) 40.63 ! 40.53 ! Calculate WCAP(IS) from B(k) and P 40.53 ! 40.53 STP_OV = KM_WAM * SQRT(ETOT) 40.53 WCAP(IS) = PWCAP(1)*FBR*(B/BRKD)**(P/2.) * 40.63 40.53 & STP_OV**PWCAP(9) * (KWAVE(IS,1)/KM_WAM)**PWCAP(11) * 40.53 & (GRAV**(0.5)*KWAVE(IS,1)**(0.5)/SPCSIG(IS))**(PWCAP(10)/2-1) * 40.53 & GRAV**(0.5)*KWAVE(IS,1)**(0.5) 40.53 & + (1.-FBR) * C_K(IS) * SIGM_10 * (KWAVE(IS,1) / KM_WAM) 40.63 40.53 END DO 40.53 END IF 40.53 ! IF ( IWCAP.LT.7 ) THEN 40.51 40.30 ! ! Calculate the whitecapping source term WCAP(IS) ! DO IS=1, ISSTOP IF ((IWCAP.EQ.1).OR. & (IWCAP.EQ.2).OR. & ((IWCAP.EQ.5).AND.(C_BJ.LE.C_K(IS)))) THEN WCAP(IS) = C_K(IS) * SIGM_10 * (KWAVE(IS,1) / KM_WAM) ELSE IF (IWCAP.EQ.3) THEN WCAP(IS) = C_LH(IS) ELSE IF ((IWCAP.EQ.4).OR. & ((IWCAP.EQ.5).AND.(C_BJ.GE.C_K(IS)))) THEN IF (IWCAP.EQ.4) WCAP(IS) = C_BJ*SIGM01 *(KWAVE(IS,1)/KM01 ) IF (IWCAP.EQ.5) WCAP(IS) = C_BJ*SIGM_10*(KWAVE(IS,1)/KM_WAM) ! ! Calculate a term that is added to both sides of the equation to compensate ! for the strong non-linearity in the fraction of breaking waves Qb ! IF (HRMS.LT.HM) THEN WCIMPL(IS)=WCAP(IS) * ((1.-QB_WC)/((HRMS**2/HM**2)-QB_WC)) WCAP(IS) =WCAP(IS) + WCIMPL(IS) END IF ELSE CALL MSGERR(2,'Whitecapping is inactive') WRITE (PRINTF,*) 'Occurs in gridpoint: ', KCGRD(1) END IF END DO END IF ! ! Fill the diagonal of the matrix and the PLWCAP-array ! DO IS=1, ISSTOP ! ! Only fill the values for the current sweep ! DO IDDUM = IDCMIN(IS), IDCMAX(IS) ID = MOD(IDDUM - 1 + MDC, MDC) + 1 IMATDA(ID,IS) = IMATDA(ID,IS) + WCAP(IS) DISSC1(ID,IS,1) = DISSC1(ID,IS,1) + WCAP(IS) 40.67 40.12 IF (TESTFL) PLWCAP(ID,IS,IPTST) = -1.*(WCAP(IS)-WCIMPL(IS)) END DO END DO ! ! Add the implicit part to the right-hand side, if appropriate ! IF ((IWCAP.EQ.4).OR. & (IWCAP.EQ.5)) THEN DO IS=1, ISSTOP ! ! Only fill the values for the current sweep ! DO IDDUM = IDCMIN(IS), IDCMAX(IS) ID = MOD(IDDUM - 1 + MDC, MDC) + 1 IMATRA(ID,IS) = IMATRA(ID,IS) + & WCIMPL(IS) * AC2(ID,IS,KCGRD(1)) DISSC0(ID,IS,1) = DISSC0(ID,IS,1) + 40.67 40.12 & WCIMPL(IS) * AC2(ID,IS,KCGRD(1)) 40.12 END DO END DO END IF ! DEALLOCATE (C_K, C_LH, WCAP, WCIMPL) ! RETURN END SUBROUTINE SWCAP ! !**************************************************************** ! SUBROUTINE SWCAP8 (SPCDIR ,SPCSIG ,KWAVE ,AC2 , 40.88 & IDCMIN ,IDCMAX ,ISSTOP , 40.88 & ETOT ,IMATDA ,IMATRA ,PLWCAP , 40.88 & CGO ,UFRIC , 40.88 & DEP2 ,DISSC1 ,DISSC0 ) 40.88 ! !**************************************************************** ! USE SWCOMM3 USE SWCOMM4 USE OCPCOMM4 USE M_WCAP USE SdsBabanin ! IMPLICIT NONE ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! ! 40.88: Erick Rogers ! ! 1. Updates ! ! 40.88: Apr. 2011 : New, based on existing SWCAP ! ! 2. Purpose ! ! Calculates the dissipation due to whitecapping ! ! 3. Method ! ! Whitecapping according to Rogers et al. (JTECH 2012) based on work of Babanin, Young, Tsagareli, Ardhuin and others ! ! 4. Argument variables ! ! See WCAP_DELFT INTEGER, INTENT(IN) :: ISSTOP, IDCMIN(MSC), IDCMAX(MSC) ! REAL, INTENT(IN) :: AC2(MDC,MSC,MCGRD), DEP2(MCGRD) REAL, INTENT(IN) :: ETOT REAL, INTENT(IN) :: KWAVE(MSC,MICMAX) REAL, INTENT(IN) :: SPCDIR(MDC,6), SPCSIG(MSC) REAL, INTENT(OUT) :: PLWCAP(MDC,MSC,NPTST) REAL, INTENT(INOUT) :: IMATDA(MDC,MSC), IMATRA(MDC,MSC) REAL, INTENT(INOUT) :: DISSC0(MDC,MSC,MDISP),DISSC1(MDC,MSC,MDISP) REAL, INTENT(IN) :: UFRIC REAL, INTENT(IN) :: CGO(MSC,MICMAX) ! ! 6. Local variables ! ! See WCAP_DELFT ! INTEGER, SAVE :: IENT = 0 INTEGER :: ID, IDDUM, IS ! INTEGER :: ID1, ID2, IF, IL, MXWCP ! ! REAL :: A, C_BJ, HM, HRMS, N1, N2 ! REAL :: QB_WC, SIG0, STP_OV, STP_PM ! REAL :: DDIF, DELTA, ! & DSTEEP, EBIN, XFAC ! REAL :: CPOW, CTOT, GAMMAF ! REAL :: BINSIZE ! REAL, ALLOCATABLE :: WCAP(:) ! REAL :: B, P, BRKD, FBR ! REAL :: PWCAP1, PWCAP2, PWCAP9, PWCAP10, PWCAP11 REAL :: EF(MSC) ! ! CHARACTER*20 NUMSTR, CHARS CHARACTER*80 MSGSTR REAL EDENS(MSC) REAL ANAR(MSC) ! REAL RMSSPR(MSC) REAL FREQ(MSC) !NRL REAL TAUX,TAUY,CINV,CTH,STH,EN,ENCHECK ! REAL FOURIERA1,FOURIERB1,FOURIERM1,DTHETA,THETA ! ! 8. REMARKS ! ! 9. STRUCTURE ! ! 13. Source text ! IF (LTRACE) CALL STRACE (IENT,'SWCAP8') ! IF (IWCAP.NE.8) THEN ! ! Error message ! MSGSTR = 'Value for IWCAP should be 8' CALL MSGERR ( 4, MSGSTR ) RETURN END IF ! ! Initialisation ! IF (ETOT.LE.0.) RETURN IF (ETOT2.LE.0.) RETURN IF (ETOT4.LE.0.) RETURN IF (ACTOT.LE.0.) RETURN IF (EDRKTOT.LE.0.) RETURN ! ALLOCATE ( WCAP(MSC)) DO IS = 1, MSC EDENS(IS) = 0. DO ID = 1, MDC EDENS(IS) = EDENS(IS) + SPCSIG(IS) * AC2(ID,IS,KCGRD(1)) END DO EDENS(IS)=EDENS(IS)*DDIR*(2.0*PI) ! multiply by 2pi, so it is m^2/Hz not m^2/(radHz) FREQ(IS)=SPCSIG(IS)/(2.0*PI) ! divide by 2pi, so it is Hz not radHz END DO ! BEGIN Calculations for ANAR ! Here, we have 4 options ! 1) Use Babanin calculation for ANAR, which is the amplitude of Dtheta after it's been normalized to integrate to 1 ! 2) Use more conventional RMS spreading calculation, but convert to an "equivalent" Babanin ANAR using a regression: ! 2a) Erick's regression ! 2b) David's regression ! 3) Use ANAR=1.0, which basically means omitting the effect of spreading on Sds ! At revision 358, we have 2a commented and 2b used...but ANAR is set to 1.0 anyway within calc_Sds , so the computation time is wasted ! At revision >358, we use (3) here , thus no longer wasting computation time integrating for an ANAR that is not used. DO IS = 1, MSC ANAR(IS)=1.0 END DO ! END Calculations for ANAR ! ! Calculate the whitecapping source term WCAP(IS) ! CALL CALC_SDS(MSC,EDENS,FREQ,WCAP,ANAR,TESTFL,KWAVE,CGO) ! DO IS=1, ISSTOP ! WCAP(IS) = C_K(IS) * SIGM_10 * (KWAVE(IS,1) / KM_WAM) ! END DO ! calculate stress (test point only) !NRL IF(TESTFL)THEN !NRL TAUX=0.0 !NRL TAUY=0.0 !NRL ENCHECK=0.0 !NRL DO IS = 1, MSC !NRL CINV=KWAVE(IS,1)/SPCSIG(IS) !NRL do ID = 1, MDC !NRL CTH = SPCDIR(ID,2) ! new local variable = cos(theta) !NRL STH = SPCDIR(ID,3) ! new local variable = sin(theta) !NRL EN=SPCSIG(IS)*AC2(ID,IS,KCGRD(1)) !NRL TAUX =TAUX +CTH*CINV*WCAP(IS)*EN*DDIR*FRINTF*SPCSIG(IS) !NRL TAUY =TAUY +STH*CINV*WCAP(IS)*EN*DDIR*FRINTF*SPCSIG(IS) !NRL ENCHECK=ENCHECK+ EN*DDIR*FRINTF*SPCSIG(IS) !NRL end do !NRL end do !NRL TAUX=TAUX*PWIND(17)*GRAV !NRL TAUY=TAUY*PWIND(17)*GRAV !NRL WRITE(*,*)'SWCAP: TAUX,TAUY,HM0 = ',TAUX,TAUY,(4*SQRT(ENCHECK)) !NRL ENDIF ! ! Fill the diagonal of the matrix and the PLWCAP-array ! DO IS=1, ISSTOP ! ! Only fill the values for the current sweep ! DO IDDUM = IDCMIN(IS), IDCMAX(IS) ID = MOD(IDDUM - 1 + MDC, MDC) + 1 IMATDA(ID,IS) = IMATDA(ID,IS) + WCAP(IS) DISSC1(ID,IS,1) = DISSC1(ID,IS,1) + WCAP(IS) IF (TESTFL) PLWCAP(ID,IS,IPTST) = -1.*(WCAP(IS)) END DO END DO ! ! Calculations complete ! DEALLOCATE (WCAP) ! RETURN END SUBROUTINE SWCAP8 ! !**************************************************************** ! SUBROUTINE BRKPAR (BRCOEF ,ECOS ,ESIN ,AC2 , 40.22 & SPCSIG ,DEP2 ,BOTLV ,GAMBR , 41.38 41.03 30.72 & RESPL ,RDX ,RDY ,KWAVE , 41.38 41.03 & IDDLOW ,IDDTOP ,FDIR ,KTETA ) 41.47 41.38 ! !**************************************************************** ! USE SWCOMM3 40.41 USE SWCOMM4 40.41 USE OCPCOMM4 40.41 USE M_WCAP, ONLY: KM_WAM 41.47 ! IMPLICIT NONE 40.22 ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 0. Authors ! ! 30.72: IJsbrand Haagsma ! 40.02: IJsbrand Haagsma ! 40.22: Nico Booij ! 40.41: Marcel Zijlema ! 41.03: Andre van der Westhuysen ! 41.38: James Salmon ! 41.47: James Salmon ! ! 1. Updates ! ! Jan. 97: New subroutine (Roeland Ris) ! 30.72, Feb. 98: Introduced generic names XCGRID, YCGRID and SPCSIG for SWAN ! 40.02, Oct. 00: KWAVE removed ! 40.22, Oct. 01: PSURF(2) is kept constant, BRCOEF added as argument ! 40.08, Mar. 03: Dimensioning of RDX, RDX changed to be consistent ! with other subroutines ! 40.41, Oct. 04: common blocks replaced by modules, include files removed ! 41.03, Feb. 09: extension with spatially varying breaker parameter ! according to Ruessink et al (2003) ! 41.38, Apr. 12: extension to nkd scaling ! 41.47, Oct. 13: changes to wave breaking model beta-kd, ! add wave directionality ! ! 2. Purpose ! ! Determines the breaker index, i.e. the ratio between the ! maximum wave height and the water depth ! ! Also take into account effect of wave directionality, if appropriate ! ! 3. Method ! ! Usually, the breaker index is a constant for many breaker models ! (e.g. Battjes-Janssen model) ! ! According to Nelson (1987) the breaker index is given by: ! ! Hm / d = 0.55 + 0.88 exp ( -0.012 * cot beta) ! ! with beta the angle the bed makes with the horizontal. This ! above equation is only valid for positive slopes (Negative ! slopes were not considered by Nelson. For very steep slopes ! (>0.05 say) a very large breaker parameter is obtained (>>1). ! ! For negative bottom slopes (not considered by Nelson) a value ! of 0.73 is imposed (which is the average value in Table 2 of ! Battjes and Janssen (1978)). ! ! ! Alternatively, the breaker index can be computed according to ! Ruessink et al. (2003): ! ! Hm / d = 0.76 kp * d + 0.29 ! ! with kp the peak wave number ! ! ! Recently, the so-called n-kd scaling of wave breaking has been ! proposed in Salmon and Holthuijsen (2012) in which both the ! bottom slope(=n) and dimensionless depth(=kd) is incorporated ! ! ! 4. Argument variables ! REAL, INTENT(OUT) :: BRCOEF ! variable breaker coefficient 40.22 REAL, INTENT(OUT) :: KTETA ! number of directional partitions 41.47 ! SPCSIG: Relative frequencies in computational domain in sigma-space 30.72 ! REAL, INTENT(IN) :: SPCSIG(MSC) 30.72 REAL, INTENT(IN) :: AC2(MDC,MSC,MCGRD) ! action densities 40.22 REAL, INTENT(IN) :: ECOS(MDC), ESIN(MDC) ! Cos and Sin of Theta 40.22 REAL, INTENT(IN) :: DEP2(MCGRD) ! depths at grid points 40.22 REAL, INTENT(IN) :: BOTLV(MCGRD) ! bottom depth 41.38 REAL, INTENT(INOUT) :: GAMBR(MCGRD) ! breaker parameter 41.38 REAL, INTENT(INOUT) :: RESPL(MCGRD) ! response length 41.38 ! ! RDX, RDY: coefficients to obtain spatial derivatives 40.22 REAL, INTENT(IN) :: RDX(MICMAX), RDY(MICMAX) 40.08 REAL, INTENT(IN) :: KWAVE(MSC,MICMAX) 41.03 REAL, INTENT(IN) :: FDIR ! represents first spectral direction 41.38 INTEGER, INTENT(IN) :: IDDLOW, IDDTOP 41.38 ! ! INTEGERS : ! ---------- ! IS Counter of relative frequency band ! ID Counter of directional distribution ! MCGRD Maximum counter in geographical space ! MSC Maximum counter of relative frequency ! MDC Maximum counter of directional distribution ! KCGRD Grid counter in central gridpoint (geo. space) ! ! ! REALS: ! ------ ! ETOTS Total wave energy density in a particular ! direction (energy in tail neglected) ! BRCOEF Breaker coefficient ! DIRRAD Mean propagation direction of wave energy in ! radians ! ! one and more dimensional arrays: ! --------------------------------- ! AC2 Action density ! ECOS/ESIN Cos. , sin of angle ! DEP2 Depth ! PSURF Coefficients for breaking module ! ! 7. Common blocks used ! ! ! 5. SUBROUTINES CALLING ! ! SINTGRL ! ! 6. SUBROUTINES USED ! ! NONE ! ! 7. ERROR MESSAGES ! ! --- ! ! 8. REMARKS ! ! --- ! ! 9. STRUCTURE ! ! ------------------------------------------------------------ ! Calculate total energy per direction for all frequencies ! determine action density per direction weighted with cos/sin ! determine mean propagation direction of energy ! ------------------------------------------------------------ ! calculate the depth derivative in the mean wave direction ! according to dd/ds (see also subroutine SPROSD) ! calculate the slope dependend breaking coefficient ! ------------------------------------------------------------ ! End of this subroutine ! ------------------------------------------------------------- ! ! 10. SOURCE ! !************************************************************************ ! INTEGER :: ID ,IS ! counters 40.22 INTEGER :: ISIGM 41.03 ! INTEGER :: IDMIN ! minimum direction counter within sweep 41.38 INTEGER :: IDMAX ! maximum direction counter within sweep 41.38 INTEGER :: IDDIR ! direction counter of mean wave direction 41.38 ! REAL :: ETOTS ,EEX ,EEY , & EAD ,SIGMA1,COSDIR,SINDIR,DDDX , 40.22 & DDDY ,DDDS ,DETOT 40.22 REAL :: EMAX, ETD, KP, KPD 41.03 REAL :: DSPR ! directional spread in radians 41.38 REAL :: FAC1, FAC2 41.47 ! INTEGER, SAVE :: IENT=0 IF (LTRACE) CALL STRACE (IENT,'BRKPAR') ! IF (ISURF .EQ. 1 41.38 41.03 & ) THEN BRCOEF = PSURF(2) 40.22 ELSEIF (ISURF .EQ. 4) THEN 41.38 BRCOEF = PSURF(4) 40.38 ELSE IF ( ISURF.EQ.2 ) THEN 41.03 ! ! calculate breaker index according to Nelson (1987) ! ! *** determine the mean wave direction *** ! EEX = 0. EEY = 0. ETOTS = 0. DO ID = 1, MDC EAD = 0. DO IS = 1, MSC SIGMA1 = SPCSIG(IS) 30.72 DETOT = SIGMA1**2 * AC2(ID,IS,KCGRD(1)) EAD = EAD + DETOT ENDDO ETOTS = ETOTS + EAD EEX = EEX + EAD * ECOS(ID) EEY = EEY + EAD * ESIN(ID) ENDDO ! IF ( ETOTS .GT. 0. ) THEN COSDIR = EEX / ETOTS SINDIR = EEY / ETOTS ELSE COSDIR = 1. SINDIR = 0. ENDIF ! ! *** determine bottom slope in mean wave direction *** ! DDDX = RDX(1) * (BOTLV(KCGRD(1)) - BOTLV(KCGRD(2))) & + RDX(2) * (BOTLV(KCGRD(1)) - BOTLV(KCGRD(3))) DDDY = RDY(1) * (BOTLV(KCGRD(1)) - BOTLV(KCGRD(2))) & + RDY(2) * (BOTLV(KCGRD(1)) - BOTLV(KCGRD(3))) ! DDDS = -1. * ( DDDX * COSDIR + DDDY * SINDIR ) ! ! *** calculate breaking coefficient according to Nelson (1987) *** ! IF ( DDDS .GE. 0. ) THEN DDDS = MAX ( 1.E-6 , DDDS) BRCOEF = PSURF(4) + PSURF(7) * EXP ( -PSURF(8) / DDDS ) 40.22 ELSE BRCOEF = PSURF(6) 40.22 ENDIF ! ELSE IF ( ISURF.EQ.3 ) THEN 41.03 ! ! calculate breaker index according to Ruessink et al (2003) ! EMAX = 0. ISIGM = -1 DO IS = 1, MSC ETD = 0. DO ID = 1, MDC ETD = ETD + SPCSIG(IS)*AC2(ID,IS,KCGRD(1))*DDIR ENDDO IF (ETD.GT.EMAX) THEN EMAX = ETD ISIGM = IS ENDIF ENDDO IF (ISIGM.GT.0) THEN KP = KWAVE(ISIGM,1) ELSE KP = 0. ENDIF ! KPD = KP*DEP2(KCGRD(1)) ! IF ( KPD.LT.0.) THEN BRCOEF = 0.73 ELSE BRCOEF = PSURF(4)*KPD + PSURF(5) BRCOEF = MIN( 1.2, BRCOEF) BRCOEF = MAX( 0.3, BRCOEF) ENDIF ! ELSE IF ( ISURF.EQ.6 ) THEN 41.47 41.38 ! ! calculate breaker index according to beta-kd model ! ! --- determine absolute bottom slope ! DDDX = RDX(1) * (BOTLV(KCGRD(1)) - BOTLV(KCGRD(2))) & + RDX(2) * (BOTLV(KCGRD(1)) - BOTLV(KCGRD(3))) DDDY = RDY(1) * (BOTLV(KCGRD(1)) - BOTLV(KCGRD(2))) & + RDY(2) * (BOTLV(KCGRD(1)) - BOTLV(KCGRD(3))) ! DDDS = -1. * ( DDDX + DDDY ) ! ! made almost flat negative slope positive ! limit slope to no steeper than 1:10 ! IF ( DDDS.GT.-1.E-5 ) DDDS = ABS(DDDS) IF ( (1./ABS(DDDS)) .LT. 10. ) DDDS = 0.1 ! ! --- compute dimensionless depth ! KPD = KM_WAM * DEP2(KCGRD(1)) ! ! --- calculate gamma ! FAC1 = PSURF(4) + PSURF(5) * ABS(DDDS) FAC2 = PSURF(6) + PSURF(7) * KPD ! IF ( FAC1.GT.0.) THEN IF ( FAC2.GT.0. ) THEN IF ( FAC1.GT.5.*FAC2 ) THEN BRCOEF = FAC1 ELSE BRCOEF = FAC1 / TANH(FAC1/FAC2) ENDIF ELSE BRCOEF = FAC1 ENDIF ELSE BRCOEF = 0. ENDIF ! ENDIF ! ! take into account effect of wave directionality 41.47 ! IF ( IDISRF.EQ.1 ) THEN ! ! --- first determine directional spreading ! EEX = 0. EEY = 0. ETOTS = 0. DO ID = 1, MDC EAD = 0. DO IS = 1, MSC SIGMA1 = SPCSIG(IS) DETOT = SIGMA1**2 * AC2(ID,IS,KCGRD(1)) EAD = EAD + DETOT ENDDO ETOTS = ETOTS + EAD EEX = EEX + EAD * ECOS(ID) EEY = EEY + EAD * ESIN(ID) ENDDO ! IF ( ETOTS .GT. 0. ) THEN COSDIR = EEX / ETOTS SINDIR = EEY / ETOTS FAC1 = MIN( 1., SQRT(COSDIR**2+SINDIR**2) ) DSPR = SQRT(2.-2.*FAC1) ELSE DSPR = 0. ENDIF ! KTETA = MAX(1.,DSPR/((PSURF(15)/180.)*PI)) ELSE KTETA = 1. ENDIF ! ! *** test output *** ! IF ( TESTFL .AND. ITEST .GE. 40 ) THEN WRITE(PRINTF,600) KCGRD(1), ATAN2(SINDIR,COSDIR)*180./PI, & DEP2(KCGRD(1)), DDDS, BRCOEF 40.22 600 FORMAT (' BRKPAR: point nr, dir, depth, slope, br.coeff:', & I4,4(1X,E12.4)) END IF ! RETURN END subroutine BRKPAR ! !******************************************************************** ! SUBROUTINE PLTSRC (PLWNDS ,PLWNDD , & PLWCAP ,PLBTFR , & PLWBRK ,PLNL4S , & PLNL4D ,PLTRI , & PLVEGT ,PLTURB , 40.35 40.55 & PLMUD , 40.59 & PLSWEL , 40.88 & AC2 ,SPCSIG , 40.00 & DEP2 ,XYTST , & KGRPNT ) 40.00 ! !**************************************************************** ! USE SWCOMM1 40.41 USE SWCOMM2 40.41 USE SWCOMM3 40.41 USE SWCOMM4 40.41 USE OCPCOMM4 40.41 ! ! ! --|-----------------------------------------------------------|-- ! | Delft University of Technology | ! | Faculty of Civil Engineering | ! | Environmental Fluid Mechanics Section | ! | P.O. Box 5048, 2600 GA Delft, The Netherlands | ! | | ! | Programmers: The SWAN team | ! --|-----------------------------------------------------------|-- ! ! ! SWAN (Simulating WAves Nearshore); a third generation wave model ! Copyright (C) 1993-2017 Delft University of Technology ! ! This program is free software; you can redistribute it and/or ! modify it under the terms of the GNU General Public License as ! published by the Free Software Foundation; either version 2 of ! the License, or (at your option) any later version. ! ! This program is distributed in the hope that it will be useful, ! but WITHOUT ANY WARRANTY; without even the implied warranty of ! MERCHANTABILITY or FITNESS FOR A PARTICULAR PURPOSE. See the ! GNU General Public License for more details. ! ! A copy of the GNU General Public License is available at ! http://www.gnu.org/copyleft/gpl.html#SEC3 ! or by writing to the Free Software Foundation, Inc., ! 59 Temple Place, Suite 330, Boston, MA 02111-1307 USA ! ! ! 1. UPDATE ! ! 40.00, Sep. 98: subroutine modified for new spectral file def. ! 40.00, Apr. 99: factor 2*PI added in 1d spectra ! 40.41, Oct. 04: common blocks replaced by modules, include files removed ! ! 2. PURPOSE ! ! store the source terms for the TESTFL gridpoint in a file ! ! 3. METHOD ! ! ---- ! ! 4. PARAMETERLIST ! ! INTEGER ! ------- ! MXC,MYC maximum counters in geographical space ! ! REAL ! ---- ! ! ARRAYS ! ------- ! PLWND 2D SWIND ! PLWCAP 2D SWCAP ! PLBTFR 2D SWBOT ! PLMUD 2D SMUDWD ! PLVEGT 2D SVEGET ! PLTURB 2D STURBV ! PLWBRK 2D SWSURF ! PLNL4 2D SWNL ! PLTRI 2D STRI ! ! 5. subroutines calling ! ! ! 6. subroutines used ! ! WRSPEC ! ! 7. Common blocks used ! ! ! 8. REMARKS ! ! ! 9. STRUCTURE ! ! ---------------------------------------------------------------- ! If Mode Timedep is active ! Then write time ! Else write iteration ! ---------------------------------------------------------------- ! For all test points do ! If IFS1D > 0 ! Then For all spectral frequencies do ! integrate action and source terms over direction ! write action and source terms to file IFS1D ! ------------------------------------------------------------ ! If IFS2D > 0 ! Then write action densities and source terms to file IFS2D ! ------------------------------------------------------------ ! Set source terms equal to 0 ! ---------------------------------------------------------------- ! ! 10. SOURCE ! INTEGER IS ,ID ! ! SIGACT product of sigma and action density, i.e. energy density ! WCAP integral of whitecapping dissipation ! REAL WCAP ,BTFR ,WBRK ,NL4 ,FAC ,SIGACT, & VEGT , 40.55 & TRBV , 40.35 & DMUD , 40.59 & NL4S ,NL4D ,TRIA ,ENERGY,ENRSIG REAL SWEL 40.88 ! INTEGER XYTST(*),KGRPNT(MXC,MYC) 40.80 30.21 ! ! REAL AC2(MDC,MSC,MCGRD) , & SPCSIG(MSC) , 40.00 & PLWNDS(MDC,MSC,NPTST) , & PLWNDD(MDC,MSC,NPTST) , & PLWCAP(MDC,MSC,NPTST) , & PLBTFR(MDC,MSC,NPTST) , & PLMUD (MDC,MSC,NPTST) , 40.59 & PLVEGT(MDC,MSC,NPTST) , 40.55 & PLTURB(MDC,MSC,NPTST) , 40.35 & PLWBRK(MDC,MSC,NPTST) , & PLSWEL(MDC,MSC,NPTST) , 40.88 & PLNL4S(MDC,MSC,NPTST) , & PLNL4D(MDC,MSC,NPTST) , & PLTRI (MDC,MSC,NPTST) , & DEP2(MCGRD) ! SAVE IENT DATA IENT/0/ IF (LTRACE) CALL STRACE (IENT,'PLTSRC') ! ! *** compute the 1D spectra *** ! DO 300 IPTST = 1, NPTST IF (OPTG.NE.5) THEN 40.80 LXDMP = XYTST(2*IPTST-1) LYDMP = XYTST(2*IPTST) INDX = KGRPNT(LXDMP,LYDMP) ELSE 40.80 INDX = XYTST(IPTST) 40.80 ENDIF 40.80 IF (IFPAR.GT.0) THEN ! ! *** for the parameter output we first integrate *** ! *** over all frequencies and directions *** 40.00 ! ENERGY = 0. ENRSIG = 0. SWND = 0. WCAP = 0. BTFR = 0. VEGT = 0. TRBV = 0. DMUD = 0. WBRK = 0. SWEL = 0. NL4 = 0. TRIA = 0. DO 60 IS = 1, MSC DO 50 ID = 1, MDC ! ! *** ENERGY density *** ! SIG2AC = SPCSIG(IS)**2 * AC2(ID,IS,INDX) ENERGY = ENERGY + SIG2AC 40.00 ENRSIG = ENRSIG + SPCSIG(IS) * SIG2AC 40.00 ! ! *** wind input *** ! SWND = SWND + PLWNDS(ID,IS,IPTST) * SPCSIG(IS)**2 & + PLWNDD(ID,IS,IPTST) * SIG2AC 40.00 ! ! *** dissipation processes *** ! WCAP = WCAP + PLWCAP(ID,IS,IPTST) * SIG2AC 40.00 BTFR = BTFR + PLBTFR(ID,IS,IPTST) * SIG2AC VEGT = VEGT + PLVEGT(ID,IS,IPTST) * SIG2AC 40.55 TRBV = TRBV + PLTURB(ID,IS,IPTST) * SIG2AC 40.35 DMUD = DMUD + PLMUD (ID,IS,IPTST) * SIG2AC 40.59 WBRK = WBRK + PLWBRK(ID,IS,IPTST) * SIG2AC SWEL = SWEL + PLSWEL(ID,IS,IPTST) * SIG2AC 40.88 ! ! *** nonlinear interactions *** ! TRIA = TRIA + ABS(PLTRI (ID,IS,IPTST)) * SPCSIG(IS)**2 40.85 40.00 ! IF ( IQUAD .EQ. 1) THEN NL4 = NL4 + ABS(PLNL4D(ID,IS,IPTST) * SIG2AC + & PLNL4S(ID,IS,IPTST) * SPCSIG(IS)**2) 40.85 40.00 ELSE NL4 = NL4 + ABS(PLNL4S(ID,IS,IPTST)) * SPCSIG(IS)**2 40.85 40.00 END IF ! 50 CONTINUE 60 CONTINUE ! IF (ENERGY.GT.0.) THEN 40.00 ENERGY = ENERGY * FRINTF * DDIR ENRSIG = ENRSIG * FRINTF * DDIR SWND = SWND * FRINTF * DDIR WCAP = WCAP * FRINTF * DDIR BTFR = BTFR * FRINTF * DDIR VEGT = VEGT * FRINTF * DDIR 40.55 TRBV = TRBV * FRINTF * DDIR 40.35 DMUD = DMUD * FRINTF * DDIR 40.59 WBRK = WBRK * FRINTF * DDIR SWEL = SWEL * FRINTF * DDIR 40.88 TRIA = TRIA * FRINTF * DDIR NL4 = NL4 * FRINTF * DDIR ! IF(IWCAP.NE.8)THEN WRITE (IFPAR, 70) 4.*SQRT(ENERGY), PI2*ENERGY/ENRSIG, & SWND, WCAP, BTFR, VEGT, TRBV, DMUD, WBRK, TRIA, NL4 40.59 40.35 40.55 40.00 70 FORMAT(11(1X,E12.4)) ELSE WRITE (IFPAR, 71) 4.*SQRT(ENERGY), PI2*ENERGY/ENRSIG, & SWND, WCAP, SWEL, BTFR, VEGT, TRBV, DMUD, WBRK, & TRIA, NL4 71 FORMAT(12(1X,E12.4)) ENDIF ELSE IF(IWCAP.NE.8)THEN WRITE (IFPAR, 70) OVEXCV(10), OVEXCV(28), OVEXCV(7), 40.41 & OVEXCV(7), OVEXCV(7), 40.35 40.55 & OVEXCV(7), 40.59 & OVEXCV(7), OVEXCV(7), OVEXCV(7), OVEXCV(7), OVEXCV(7) 40.00 ELSE WRITE (IFPAR, 71) OVEXCV(10), OVEXCV(28), OVEXCV(7), & OVEXCV(7), OVEXCV(7), & OVEXCV(7), OVEXCV(7), & OVEXCV(7), OVEXCV(7), OVEXCV(7), OVEXCV(7), OVEXCV(7) ENDIF ENDIF ENDIF ! IF (IFS1D.GT.0) THEN IF (DEP2(INDX).LE.0.) THEN WRITE (IFS1D, 80) 'NODATA' 40.00 ELSE WRITE (IFS1D, 80) 'Test point ', IPTST 40.00 80 FORMAT (A, I6) 40.00 ! ! *** for the output of 1D spectra we integrate over *** ! *** all directions *** ! DO 160 IS = 1, MSC SWND = 0. WCAP = 0. BTFR = 0. VEGT = 0. TRBV = 0. DMUD = 0. WBRK = 0. SWEL = 0. NL4S = 0. NL4D = 0. TRIA = 0. ENERGY = 0. DO 150 ID = 1, MDC SIGACT = SPCSIG(IS) * AC2(ID,IS,INDX) ! ! *** wind input *** ! SWND = SWND + PLWNDS(ID,IS,IPTST) * SPCSIG(IS) + & PLWNDD(ID,IS,IPTST) * SIGACT 40.00 ! ! *** dissipation processes *** ! WCAP = WCAP + PLWCAP(ID,IS,IPTST) * SIGACT 40.00 BTFR = BTFR + PLBTFR(ID,IS,IPTST) * SIGACT 40.00 VEGT = VEGT + PLVEGT(ID,IS,IPTST) * SIGACT 40.55 TRBV = TRBV + PLTURB(ID,IS,IPTST) * SIGACT 40.35 DMUD = DMUD + PLMUD (ID,IS,IPTST) * SIGACT 40.59 WBRK = WBRK + PLWBRK(ID,IS,IPTST) * SIGACT 40.00 SWEL = SWEL + PLSWEL(ID,IS,IPTST) * SIGACT 40.88 ! ! *** nonlinear interactions *** ! TRIA = TRIA + PLTRI (ID,IS,IPTST) * SPCSIG(IS) 40.00 ! NL4S = NL4S + PLNL4S(ID,IS,IPTST) * SPCSIG(IS) 40.00 ! IF ( IQUAD .EQ. 1) THEN NL4D = NL4D + PLNL4D(ID,IS,IPTST) * SIGACT 40.00 END IF ! ! *** energy density *** ! ENERGY = ENERGY + SIGACT 40.00 150 CONTINUE NL4 = NL4S + NL4D ! factor 2*PI introduced to account for density per Hz 40.00 ! instead of per rad/s. ! factor DDIR is due to integration over directions FAC = PI2 * DDIR IF(IWCAP.NE.8)THEN WRITE (IFS1D,170) ENERGY*FAC, SWND*FAC, WCAP*FAC, 40.00 & BTFR*FAC, VEGT*FAC, TRBV*FAC, DMUD*FAC, 40.59 40.35 40.55 40.00 & WBRK*FAC, TRIA*FAC, NL4*FAC 40.00 170 FORMAT(10(1X,E12.4)) 40.00 ELSE WRITE (IFS1D,171) ENERGY*FAC, SWND*FAC, WCAP*FAC,SWEL*FAC, & BTFR*FAC, VEGT*FAC, TRBV*FAC, DMUD*FAC, & WBRK*FAC, TRIA*FAC, NL4*FAC 171 FORMAT(11(1X,E12.4)) ENDIF 160 CONTINUE ENDIF ENDIF ! ! output of 2D distributions of source terms ! IF (IFS2D.GT.0) THEN IF (DEP2(INDX).LE.0.) THEN DO LOOP = 1, 10 WRITE (IFS2D, 80) 'NODATA' 40.03 ENDDO ELSE DO IS = 1, MSC DO ID = 1, MDC SIGACT = SPCSIG(IS) * AC2(ID,IS,INDX) PLWNDS(ID,IS,IPTST) = PLWNDS(ID,IS,IPTST) * SPCSIG(IS) 40.00 & + PLWNDD(ID,IS,IPTST) * SIGACT PLWCAP(ID,IS,IPTST) = PLWCAP(ID,IS,IPTST) * SIGACT PLBTFR(ID,IS,IPTST) = PLBTFR(ID,IS,IPTST) * SIGACT PLVEGT(ID,IS,IPTST) = PLVEGT(ID,IS,IPTST) * SIGACT 40.55 PLTURB(ID,IS,IPTST) = PLTURB(ID,IS,IPTST) * SIGACT 40.35 PLMUD (ID,IS,IPTST) = PLMUD (ID,IS,IPTST) * SIGACT 40.59 PLWBRK(ID,IS,IPTST) = PLWBRK(ID,IS,IPTST) * SIGACT PLSWEL(ID,IS,IPTST) = PLSWEL(ID,IS,IPTST) * SIGACT PLNL4S(ID,IS,IPTST) = PLNL4S(ID,IS,IPTST) * SPCSIG(IS) & + PLNL4D(ID,IS,IPTST) * SIGACT ! PLWNDD is used temporarily for energy density 40.00 PLWNDD(ID,IS,IPTST) = SIGACT ENDDO ENDDO CALL WRSPEC (IFS2D, PLWNDD(1,1,IPTST)) 40.00 CALL WRSPEC (IFS2D, PLWNDS(1,1,IPTST)) CALL WRSPEC (IFS2D, PLWCAP(1,1,IPTST)) IF(IWCAP.EQ.8) & CALL WRSPEC (IFS2D, PLSWEL(1,1,IPTST)) CALL WRSPEC (IFS2D, PLBTFR(1,1,IPTST)) CALL WRSPEC (IFS2D, PLVEGT(1,1,IPTST)) 40.55 CALL WRSPEC (IFS2D, PLTURB(1,1,IPTST)) 40.35 CALL WRSPEC (IFS2D, PLMUD (1,1,IPTST)) 40.59 CALL WRSPEC (IFS2D, PLWBRK(1,1,IPTST)) CALL WRSPEC (IFS2D, PLTRI (1,1,IPTST)) CALL WRSPEC (IFS2D, PLNL4S(1,1,IPTST)) ENDIF ENDIF ! ! *** set arrays zero: *** ! DO 200 IS = 1, MSC DO 100 ID = 1, MDC PLWNDS(ID,IS,IPTST) = 0. PLWNDD(ID,IS,IPTST) = 0. PLWCAP(ID,IS,IPTST) = 0. PLBTFR(ID,IS,IPTST) = 0. PLVEGT(ID,IS,IPTST) = 0. PLTURB(ID,IS,IPTST) = 0. PLMUD (ID,IS,IPTST) = 0. PLWBRK(ID,IS,IPTST) = 0. PLSWEL(ID,IS,IPTST) = 0. PLTRI (ID,IS,IPTST) = 0. PLNL4S(ID,IS,IPTST) = 0. PLNL4D(ID,IS,IPTST) = 0. 100 CONTINUE 200 CONTINUE ! 300 CONTINUE ! RETURN ! end of subroutine PLTSRC END