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/ Module WAQTEL
/ Modèles sans échanges pour le moment (02/2023)
/
WAQ CASE TITLE = 'WAQ sans THERMIC GIRONDE'
/WATER QUALITY PRINTOUT PERIOD=
/VARIABLES FOR WAQ PRINTOUTS =
/WAQ VARIABLES TO BE PRINTED =
GEOMETRY FILE = 'girxl_GC_MOR1808tm_93V5.slf'
BOUNDARY CONDITIONS FILE ='girgc93.cli'
/HYDRODYNAMIC FILE =
/MASS-BALANCE =
/-----------------------
/ WATER QUALITY PROCESS = 11
/ OPTIONS ARE
/ 2- O2 PROCESS
/ 3- BIOMASS PROCESS
/ 5- EUTRO PROCESS
/ 7- MICROPOL PROCESS
/ 11- THERMIC PROCESS
/ 13- AED2 LIBRARY
/ 17- DEGRADATION LAW
/ 19- GHOST PROCESS IN WAITING TO MERGE WITH ICE MODELLING
/-----------------------
/
/--------------------------------------------------------------------/
/ THERMIC PROCESS (11)
/--------------------------------------------------------------------/
ATMOSPHERE-WATER EXCHANGE MODEL = 1
COEFFICIENT TO CALIBRATE THE ATMOSPHERE-WATER EXCHANGE MODEL = 0.
/ 0.0025
/ param de calage: entre 0.0017 et 0.0035
/--------------------------------------------------------------------/
/ O2 PROCESS (2)
/--------------------------------------------------------------------/
WATER TEMPERATURE = 10.
BENTHIC DEMAND = 0.
/BENTHIC DEMAND = 0.5 / DEFAULT 0.1 gO2.m-2.j-1
/ sand 0.5 and estuarine silt 1.5 at 20°C
VEGETAL RESPIRATION R = 0.
/VEGETAL RESPIRATION R = 0.06 / DEFAULT 0.06 mgO2.j-1.l-1
PHOTOSYNTHESIS P = 0.
/PHOTOSYNTHESIS P = 2. / DEFAULT 1. mgO2.j-1.l-1
O2 SATURATION DENSITY OF WATER (CS) = 11. / DEFAULT 11 mg.l-1
FORMULA FOR COMPUTING CS = 0 / DEFAULT
// THESE ARE THE CHOICES
// 0: CS CONSTANT, DEFAULT GIVEN BY O2 SATURATION DENSITY OF WATER
// 1: ELMORE & HAYES FORMULA (AVEC LE MODULE THERMIC)
// 2: MONTGOMERY FORMULA (AVEC LE MODULE THERMIC)
K2 REAERATION COEFFICIENT = 0.
/K2 REAERATION COEFFICIENT = 0.5 / DEFAULT 0.9 j-1
/ large stream of normal velocity flow 0.46-0.69
FORMULA FOR COMPUTING K2 = 0
// THESE ARE THE CHOICES
// 0- K2 CONSTANT, DEFAULT K2=0.9
// 1- FORMULA OF THE TENESSEE VALLEY AUTHORITY
// 2- FORMULA OF OWENS ET AL.
// 3- FORMULA OF CHURCHILL ET AL.
// 4- FORMULA OF O CONNOR & DOBBINS
// 5- FORMULA MIXING THE LAST 3 FORMULAS
CONSTANT OF DEGRADATION OF ORGANIC LOAD K1 = 0.
/CONSTANT OF DEGRADATION OF ORGANIC LOAD K1 = 0.25 / DEFAULT 0.25 j-1
CONSTANT OF NITRIFICATION KINETIC K4 = 0.
/CONSTANT OF NITRIFICATION KINETIC K4 = 0.1 / DEFAULT 0.35 j-1
/ paper LAJAUNIE 0.1 j-1