sis2gaiaTH.cas 3.78 KiB
/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