/********************************************************************/ / Steering File / / TOMAWAC / / /********************************************************************/ /PARALLEL PROCESSORS = 0 /--------------------------------------------------------------------/ / FILES /--------------------------------------------------------------------/ GEOMETRY FILE : geo_Black_sea_v6.slf BOUNDARY CONDITIONS FILE : Black_sea_v6.cli RESULTS FILE : res_Black_sea_v6_Wave.slf FORTRAN FILE : spaceAndTimeVaryingPW_netCDF_WorldMercator.F90 /--------------------------------------------------------------------/ / DIVERS ENTREES-SORTIES /--------------------------------------------------------------------/ /#validating a computation carried out either with respect to a reference file VALIDATION = NO TITLE = 'Black_sea_MODEL_WAVES' TIME STEP = 5 DURATION = 2246400.0 PERIOD FOR GRAPHIC PRINTOUTS = 120 PERIOD FOR LISTING PRINTOUTS = 180 VARIABLES FOR 2D GRAPHIC PRINTOUTS = HM0,TM01,TM02,TMOY,TPD,DMOY,SPD,ZF,WD,FX,FY,UX,UY,VX,VY,SXX,SYY,SXY /in case of crash, to locate the guilty subroutine DEBUGGER = 1 /--------------------------------------------------------------------/ / DISCRETISATION /--------------------------------------------------------------------/ MINIMAL FREQUENCY = 0.04 FREQUENTIAL RATIO = 1.1007 NUMBER OF FREQUENCIES = 35 NUMBER OF DIRECTIONS = 36 SPECTRUM TAIL FACTOR = 5 /#fk = f0 r^(k-1) /FN = 0.5 /--------------------------------------------------------------------/ / DIFFRACTION /--------------------------------------------------------------------/ DIFFRACTION = 1 STARTING TIME STEP FOR DIFFRACTION = 1 VARIANCE THRESHOLD FOR DIFFRACTION = 1E-6 DIFFRACTION FILTER = TRUE /--------------------------------------------------------------------/ / CONDITIONS INITIALES /--------------------------------------------------------------------/ /INITIAL STILL WATER LEVEL = 0 /TYPE OF INITIAL DIRECTIONAL SPECTRUM = 6 INITIAL SIGNIFICANT WAVE HEIGHT = 0.1 INITIAL PEAK FREQUENCY = 0.40 INITIAL PEAK FACTOR = 0.3 /INITIAL ANGULAR DISTRIBUTION FUNCTION = 1 /INITIAL WEIGHTING FACTOR FOR ADF = 1.0 INITIAL MAIN DIRECTION 1 = 50 INITIAL DIRECTIONAL SPREAD 1 = 10 /--------------------------------------------------------------------/ / CONDITIONS AUX LIMITES fpmax, gamma init. peak factor , sigma a, sigma b, Fetch, s1 (initial direct spread /--------------------------------------------------------------------/ TYPE OF BOUNDARY DIRECTIONAL SPECTRUM = 1 BOUNDARY ANGULAR DISTRIBUTION FUNCTION = 1 BOUNDARY SIGNIFICANT WAVE HEIGHT = 1.5 BOUNDARY PEAK FREQUENCY = 0.6 BOUNDARY PEAK FACTOR = 0.73 BOUNDARY MAIN DIRECTION 1 = 45 BOUNDARY DIRECTIONAL SPREAD 1 = 15 BOUNDARY MEAN FETCH VALUE =100000 INITIAL VALUE OF SIGMA-A FOR SPECTRUM = 0.07 INITIAL VALUE OF SIGMA-B FOR SPECTRUM = 0.09 /--------------------------------------------------------------------/ / OPTIONS DU CALCUL /--------------------------------------------------------------------/ MINIMUM WATER DEPTH = 0.01 INFINITE DEPTH = NO /CONSIDERATION OF TIDE = YES /CONSIDERATION OF A STATIONARY CURRENT = NO CONSIDERATION OF SOURCE TERMS = YES CONSIDERATION OF A WIND = YES STATIONARY WIND = NO /--------------------------------------------------------------------/ / WHITE CAPPING DISSIPATION /--------------------------------------------------------------------/ /#Janssen is defined defined by the command below WHITE CAPPING DISSIPATION = 1 WHITE CAPPING DISSIPATION COEFFICIENT = 2.36E-5 WHITE CAPPING WEIGHTING COEFFICIENT = 0.5 LINEAR WAVE GROWTH = 1 /WIND GENERATION = /WIND VELOCITY ALONG X = -10.0 /WIND VELOCITY ALONG Y = -10.0 /WIND DRAG COEFFICIENT = 1.2875E-3 /--------------------------------------------------------------------/ / BOTTOM FRICTION DISSIPATION /--------------------------------------------------------------------/ BOTTOM FRICTION DISSIPATION = 1 BOTTOM FRICTION COEFFICIENT = 0.067 /-------------------------------------------- /----------QUADRUPLET NON-LINEAR SOURCE TERM------- /--------------------------------------------- NON-LINEAR TRANSFERS BETWEEN FREQUENCIES = 1 SETTING FOR INTEGRATION ON OMEGA1 = 2 SETTING FOR INTEGRATION ON OMEGA2 = 8 SETTING FOR INTEGRATION ON THETA1 = 12 THRESHOLD0 FOR CONFIGURATIONS ELIMINATION = 0 THRESHOLD1 FOR CONFIGURATIONS ELIMINATION = 10E10 THRESHOLD2 FOR CONFIGURATIONS ELIMINATION = 0.01 /-------------------------------------------- /----------TRIADS Non-linear TRANSFER ------- /--------------------------------------------- TRIAD INTERACTIONS = 1 TRIADS 1 (LTA) COEFFICIENT ALPHA =0.1 TRIADS 1 (LTA) COEFFICIENT RFMLTA =2.5 /-------------------------------------------- /----------DEPTH-INDUCED BREAKING DISSIPATION------- /--------------------------------------------- DEPTH-INDUCED BREAKING DISSIPATION =1 DEPTH-INDUCED BREAKING 1 (BJ) COEFFICIENT ALPHA = 1 DEPTH-INDUCED BREAKING 1 (BJ) COEFFICIENT GAMMA1 = 0.73 DEPTH-INDUCED BREAKING 1 (BJ) COEFFICIENT GAMMA2 = 0.8 DEPTH-INDUCED BREAKING 1 (BJ)CHARACTERISTIC FREQUENCY = 3 DEPTH-INDUCED BREAKING 1 (BJ)QB COMPUTATION METHOD = 1 /-------------------------------------------- /----------WIND GENERATION PARAMETERS------- /--------------------------------------------- /AIR DENSITY= /WATER DENSITY= WIND GENERATION COEFFICIENT = 1.2 VON KARMAN CONSTANT = 0.41 CHARNOCK CONSTANT = 0.01 SHIFT GROWING CURVE DUE TO WIN = 0.011 WIND DRAG COEFFICIENT = 0.0012875 WIND MEASUREMENT LEVEL = 10 /===========DEFERLEMENT NUMBER OF BREAKING TIME STEPS = 5 / / /&ETA &FIN