[framework]
outputformat = 1

# Model parameters and settings
[model]
AnnualDischarge=2290
# Alpha for wiver-width estimation 5 for mountain stream 60 for the river rhine
Alpha=120
ModelSnow=1
ScalarInput=1
InputSeries=1
InterpolationMethod=inv
Tslice=1
UpdMaxDist=300000.0
P_style = 1
L_IRURFR = 0
L_URFR = 0
L_FR = 0
maxTransitTime = 9
DistForcing = 3
maxGaugeId = 10
Ks = 0.0004
spinUp_time = 5
NSEbreak = 0

#W=wetland(0) H=hillslope(1)  P=plateau(2)  WD = drained wetland(3) 
classes = ['W','H']
timestepsecs = 3600

#selection of reservoir configuration - '0' means reservoir should not be modelled for this class
selectSi = interception_overflow2, interception_overflow2
selectSu= unsatZone_LP_beta, unsatZone_LP_beta
selectSus=None,None 
selectSf=fastRunoff_lag2, fastRunoff_lag2
selectSr=None,None 

#input time series
Pfile_1 = intss\1_P.tss
Efile_1 = intss\1_PET.tss
Tfile_1 = intss\1_T.tss
#Qfile_1 = D:/TEuser/Onderzoek/Promotie/modellen/OpenStreams/wflow/wflow_orientale_topoflex/intss/1_Qobs.tss
#Pfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_rain_10H.tss
#Efile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_Ep_10H.tss
#TDMfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_tempDMean_10H.tss
#RNfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_radNet_10H.tss
#RSfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_radSI_10H.tss
#SGfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_sgamma_10H.tss
#VPDfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_vpd_10H.tss
#Wfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_wind_10H.tss
#DSfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_dayS_10H.tss
#DEfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_dayE_10H.tss
#LAIfile_2 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_lai_10H.tss
#rst_lai_0 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_rstMin_laiEff_W4.tss
#rst_lai_1 = /u/euser/WFLOW/wflow/wflow_ourthe_testStructure/intss/2_rstMin_laiEff_HPPPA4.tss

#wflow maps with percentages
wflow_percent_0 = staticmaps/wflow_percentW4.map
wflow_percent_1 = staticmaps/wflow_percentHPPPA4.map

#constant model parameters - some are catchment dependent 
Ks = 0.0004
lamda = 2.45e6
Cp = 1.01e-3
rhoA = 1.29
rhoW = 1000
gamma = 0.066
JC_Topt = 301

#parameters for fluxes and storages
sumax = [140, 300]
beta = [0.1, 0.1]
D = [0, 0.10]
Kf = [0.1, 0.006]
Tf = [1, 3]
imax = [1.2, 2]
perc = [0, 0.000]
cap = [0.09, 0]
LP = [0.5, 0.8]
Ce = [1, 1]

#Jarvis stressfunctions
JC_D05 = [1.5,1.5] 
JC_cd1 = [3,3]
JC_cd2 = [0.1,0.1]
JC_cr = [100,100]
JC_cuz = [0.07,0.07]
SuFC = [0.98,0.98]
SuWP = [0.1,0.1]
JC_rstmin = [150,250]

#parameters not used for this configuration
samax = [0,0]
famax = [0,0]
sumin = [0,0]
susmax1 = [0,0]
susmax2 = [0,0]
susmax3 = [0,0]
srmax = [0,0]
Co = [1,1]
Kd = [0,0]
Kr =[0,0]


[layout]
# if set to zero the cell-size is given in lat/long (the default)
sizeinmetres = 0

[outputmaps]
#self.Si_diff=sidiff
#self.Pe=pe
#self.Ei=Ei
#self.Si=si
#self.Qfin=Qfin
#self.QfinLag=QfinLag
#self.RunoffLaged=runlag
#self.Su=Su
#self.Qu=Qu
#self.evaporation=act
#self.Su_diff=sudiff


# List all timeseries in tss format to save in this section. Timeseries are
# produced per subcatchment. 
[outputtss]
#stages
self.Si[0]=SiW
self.Si[1]=SiH
self.Sf[1]=SfH
self.Sf[0]=SfW
self.Su[1]=SuH
self.Su[0]=SuW
#fluxen
self.Precipitation=Prec
self.Qu_[0]=QuW
self.Qu_[1]=QuH
self.Ei_[0]=EiW
self.Ei_[1]=EiH
self.Eu_[0]=EuW
self.Eu_[1]=EuH
self.Pe_[0]=peW
self.Pe_[1]=peH
self.Perc_[1]=PercH
self.Cap_[0]=CapW
self.Qf_[1] = QfH
self.Qf_[0] = QfW
self.Qfcub = Qfcub
self.Qtlag = Qtlag
#waterbalance



# Variables to determine basic statistics for (and save to disk at the
# and of the run. Note that the statistics are only calculated if
# the -S command-line option is given.
# THIS DOES NOT WORK YET. 
[statvariables]
#self.FirstZoneDepth=fir