/------------------------------------------------------------------/
/			COMPUTATION_ENVIRONMENT
/------------------------------------------------------------------/
TITLE : 'TELEMAC 2D : CRUE GARONNE'
INITIAL CONDITIONS : 'ZERO ELEVATION'
GEOMETRY FILE FORMAT : 'MED'
GEOMETRY FILE : 
   '/home/J23973/HYDRO_garonne_1F_Z-KS-Hin.med'
BOTTOM SMOOTHINGS : 0
BOUNDARY CONDITIONS FILE : 
   '/home/J23973/condlim.bcd'
CHECKING THE MESH : NO
COMPUTATION CONTINUED : NO
INITIAL TIME SET TO ZERO : NO
NUMBER OF FIRST TIME STEP FOR GRAPHIC PRINTOUTS : 1
GRAPHIC PRINTOUT PERIOD : 200
VARIABLES FOR GRAPHIC PRINTOUTS : 'U,V,H,B,S,F,W,L,Q,I,J'
NUMBER OF PRIVATE ARRAYS : 0
RESULTS FILE FORMAT : 'MED'
RESULTS FILE : 
   '/home/J23973/ResultatGaronne.med'
LISTING PRINTOUT PERIOD : 50
LISTING PRINTOUT : YES
MASS-BALANCE : YES
/------------------------------------------------------------------/
/			HYDRO
/------------------------------------------------------------------/
VELOCITY PROFILES : 1;1
LIQUID BOUNDARIES FILE : 
   '/home/J23973/init.lqd'
ELEMENTS MASKED BY USER : NO
MAXIMUM NUMBER OF FRICTION DOMAINS : 10
LAW OF BOTTOM FRICTION : 3
FRICTION COEFFICIENT : 50.0
MANNING DEFAULT VALUE FOR COLEBROOK-WHITE LAW : 0.02
DEPTH IN FRICTION TERMS : 1
NON-SUBMERGED VEGETATION FRICTION : NO
LAW OF FRICTION ON LATERAL BOUNDARIES : 0
DEFINITION OF ZONES : NO
EQUATIONS : 'SAINT-VENANT FE'
TREATMENT OF THE LINEAR SYSTEM : 1
/------------------------------------------------------------------/
/			GENERAL_PARAMETERS
/------------------------------------------------------------------/
DEBUGGER : 0
TIME STEP : 1.0
DURATION : 1000.0
ORIGINAL DATE OF TIME : 1900;1;1
ORIGINAL HOUR OF TIME : 0;0;0
STOP IF A STEADY STATE IS REACHED : NO
CONTROL OF LIMITS : NO
VARIABLE TIME-STEP : NO
ORIGIN COORDINATES : 0;0
SPHERICAL COORDINATES : NO
LONGITUDE OF ORIGIN POINT : 0.0
SPATIAL PROJECTION TYPE : 1
/------------------------------------------------------------------/
/			NUMERICAL_PARAMETERS
/------------------------------------------------------------------/
SOLVER : 7
SOLVER OPTION : 3
SOLVER ACCURACY : 1e-05
MAXIMUM NUMBER OF ITERATIONS FOR SOLVER : 100
CONTINUITY CORRECTION : NO
PRECONDITIONING : 2
C-U PRECONDITIONING : YES
IMPLICITATION FOR DEPTH : 0.6
IMPLICITATION FOR VELOCITY : 0.6
DISCRETIZATIONS IN SPACE : 12;11;11;11
PROPAGATION : YES
MEAN DEPTH FOR LINEARIZATION : 0.0
INITIAL GUESS FOR U : 1
INITIAL GUESS FOR H : 1
LINEARIZED PROPAGATION : NO
ADVECTION : YES
ADVECTION OF H : YES
SCHEME FOR ADVECTION OF VELOCITIES : 1
OPTION FOR CHARACTERISTICS : 1
SUPG OPTION : 1;2;2;2
MASS-LUMPING FOR WEAK CHARACTERISTICS : 0.0
MAXIMUM NUMBER OF ITERATIONS FOR ADVECTION SCHEMES : 10
UPWIND COEFFICIENTS : 1.0;1.0;1.0;1.0
MASS-LUMPING ON H : 1.0
MASS-LUMPING ON VELOCITY : 0.0
FREE SURFACE GRADIENT COMPATIBILITY : 1.0
NUMBER OF SUB-ITERATIONS FOR NON-LINEARITIES : 1
TREATMENT OF FLUXES AT THE BOUNDARIES : 1;1
DIFFUSION OF VELOCITY : YES
IMPLICITATION FOR DIFFUSION OF VELOCITY : 1.0
OPTION FOR THE DIFFUSION OF VELOCITIES : 1
AD NUMBER OF DERIVATIVES : 0
MATRIX STORAGE : 3
MATRIX-VECTOR PRODUCT : 1
NEWMARK TIME INTEGRATION COEFFICIENT : 1.0
/------------------------------------------------------------------/
/			TURBULENCE
/------------------------------------------------------------------/
VELOCITY DIFFUSIVITY : 1.0
TURBULENCE MODEL : 1
SOLVER FOR K-EPSILON MODEL : 1
OPTION FOR THE SOLVER FOR K-EPSILON MODEL : 2
PRECONDITIONING FOR K-EPSILON MODEL : 2
INFORMATION ABOUT K-EPSILON MODEL : YES
ADVECTION OF K AND EPSILON : YES
ACCURACY OF K : 1e-09
ACCURACY OF EPSILON : 1e-09
MAXIMUM NUMBER OF ITERATIONS FOR K AND EPSILON : 50
/------------------------------------------------------------------/
/			TIDAL_FLATS_INFO
/------------------------------------------------------------------/
TIDAL FLATS : YES
OPTION FOR THE TREATMENT OF TIDAL FLATS : 1
TREATMENT OF NEGATIVE DEPTHS : 1
THRESHOLD FOR NEGATIVE DEPTHS : 0.0
THRESHOLD DEPTH FOR RECEDING PROCEDURE : 0.0
H CLIPPING : YES
MINIMUM VALUE OF DEPTH : 0.001