/DEBUGGER=1 /----------------------------------------------------------------------- / FICHIER DES PARAMETRES DE GAIA BOUNDARY CONDITIONS FILE : girgc93.cli GEOMETRY FILE : girxl_GC_MOR1808tm_93V5.slf RESULTS FILE = gai_RE45.slf /----------------------------------------------------------------------- / PARAMETRES DE SORTIE /----------------------------------------------------------------------- /VARIABLES FOR GRAPHIC PRINTOUTS = /'U,V,S,E,H,B,M,TOB,*A*,*ES,*M*,*R*' /VARIABLES FOR GRAPHIC PRINTOUTS = /'TOB,6ES,2ES,3ES,4ES,5ES,11ES,18ES,19ES' VARIABLES FOR GRAPHIC PRINTOUTS = 'TOB,*ES,E,N,P,M' MASS-BALANCE = YES NUMBER OF PRIVATE ARRAYS=1 NAMES OF PRIVATE VARIABLES='TM ' /--------------------------------------------------------------------- / SUSPENSION T3D /--------------------------------------------------------------------- /MINIMAL VALUE OF THE WATER HEIGHT=0.05 /ADVECTION-DIFFUSION SCHEME WITH SETTLING VELOCITY = 1 /SOLVER FOR DIFFUSION OF SUSPENSION = 1 /ACCURACY FOR DIFFUSION OF SUSPENSION = 1.D-12 /MAXIMUM NUMBER OF ITERATIONS FOR SOLVER FOR SUSPENSION = 200 /--------------------------------------------------------------------- / SUSPENSION T3D /--------------------------------------------------------------------- MINIMAL VALUE OF THE WATER HEIGHT=0.05 ADVECTION-DIFFUSION SCHEME WITH SETTLING VELOCITY = 1 SOLVER FOR DIFFUSION OF SUSPENSION = 1 ACCURACY FOR DIFFUSION OF SUSPENSION = 1.D-6 MAXIMUM NUMBER OF ITERATIONS FOR SOLVER FOR SUSPENSION = 2000 SCHEME FOR ADVECTION OF SUSPENDED SEDIMENTS=13;13 SCHEME OPTION FOR ADVECTION OF SUSPENDED SEDIMENTS=1;1 INITIAL SUSPENDED SEDIMENTS CONCENTRATION VALUES = 0.;0 PRESCRIBED SUSPENDED SEDIMENTS CONCENTRATION VALUES = 0.;0.;0.2;0.2; 0.1;0.1 VERTICAL PROFILES OF SUSPENDED SEDIMENTS = 1;1;1;1;1;1 /--------------------------------------------------------------------- / TYPE OF SEDIMENT /--------------------------------------------------------------------- CLASSES TYPE OF SEDIMENT = NCO;NCO;CO;CO CLASSES SEDIMENT DIAMETERS = 0.0003;0.0002;0.00006;0.00006 CLASSES SETTLING VELOCITIES = -9;-9;0.001;0.0005 /--------------------------------------------------------------------- / TRANSPORT /--------------------------------------------------------------------- BED LOAD FOR ALL SANDS = NO BED-LOAD TRANSPORT FORMULA FOR ALL SANDS = 1 MAXIMUM NUMBER OF ITERATIONS FOR POSITIVE THICKNESS=2000 / SUSPENSION FOR ALL SANDS = NO SUSPENSION TRANSPORT FORMULA FOR ALL SANDS = 1 COMPUTE BED ROUGHNESS AT SEDIMENT SCALE= NO /YES /BED ROUGHNESS PREDICTOR OPTION=3 FLOCCULATION=YES FLOCCULATION FORMULA=1 WEAK SOIL CONCENTRATION FOR MUD=275 HINDERED SETTLING=NO /--------------------------------------------------------------------- / SURFACE BED PARAMETERS /--------------------------------------------------------------------- SKIN FRICTION CORRECTION = 0 FORMULA FOR SLOPE EFFECT = 0 FORMULA FOR DEVIATION = 0 SEDIMENT SLIDE = NO /--------------------------------------------------------------------- / BED MODEL without consolidation /--------------------------------------------------------------------- BED MODEL = 2 ACTIVE LAYER THICKNESS = 0.01 / NUMBER OF LAYERS FOR INITIAL STRATIFICATION = 10 LAYERS NON COHESIVE BED POROSITY=0.4D0;0.4D0;0.4D0;0.4D0;0.4D0;0.4D0; 0.4D0;0.4D0;0.4D0;0.4D0 LAYERS INITIAL THICKNESS = 0.05 /CLASSES INITIAL FRACTION = 0.2;0.4D0;0.2D0;0.2 CLASSES CRITICAL SHEAR STRESS FOR MUD DEPOSITION=10 / LAYERS MUD CONCENTRATION = 60;100;140;185;225;275;325;400;500;600 LAYERS CRITICAL EROSION SHEAR STRESS OF THE MUD = 0.03;0.05;0.08;0.1; 0.14;0.17;0.22;0.26;0.31;0.37 LAYERS PARTHENIADES CONSTANT = 1.5E-3 LAYERS MASS TRANSFER =0.002;0.001;0.00025; 0.0001;5E-5;1E-6;1E-7; 1E-8;1E-9; 0