# == protected part to be changed by the module adapter == # == all manual changes in this section will be overwritten by the module adapter ==8 $set $runID = det4w_188 $set $runID1 = 2024 $set $runID2 = 2024 # readgrids : 1 = read storage grids (as SI, SSNOW,SLIQ...) from hard disk, 0=generate and initialize with 0 $set $readgrids = 1 # read grids for dynamic phenology -> usually chilling grid should be read in if availabe because otherwise thermal time method will be applied and not the sequential model $set $DPreadgrids = 0 $set $mainpath = k:\Daten\1_BAFU\WTO2\Rekalibrierungen\01_Alpenrhein\Stundenmodell\ $set $inpath = $mainpath//Input\ $set $exchngpath = $mainpath//Exchng\ $set $InitialStateDirectory = $mainpath//StateIni_$runID//_$runID1//\ $set $DefaultOutputDirectory = $mainpath//Output_$runID//_$runID1//\ $set $time = 60 $set $starthour = 1 $set $startday = 1 $set $startmonth = 1 $set $startyear = $runID1 $set $endhour = 23 $set $endday = 31 $set $endmonth = 12 $set $endyear = $runID2 # it is important to set $outpath to an empty string in order to activate $DefaultOutputDirectory $set $outpath = # == end of protected part == $set $subdir_ingrids = grid_2026_4way\ $set $subdir_timeseries = timeseries\1991-2025\ $set $do_RegionalSuperposition = 1 $set $do_precipitation_correction = 1 $set $do_radiation_correction = 1 $set $do_evapotranspiration = 1 $set $do_snow_model = 1 $set $do_interception_model = 1 $set $do_infiltration_model = 0 $set $do_SiltingUpModel = 0 $set $do_SurfaceRoutingModel = 0 $set $do_lake_model = 1 $set $do_unsatzon_model = 1 $set $do_soil_model = 0 $set $do_heat_transfer = 0 $set $do_ExternalCoupling = 0 $set $do_irrigation = 0 $set $do_groundwater_flow = 1 $set $do_routing_model = 1 $set $do_substance_transport = 0 $set $do_irrigation_table = 0 $set $do_special_output = 1 $set $do_data_assimilation = 0 $set $do_spin_up = 0 $set $DPreadgrids = 0 $set $grid = a500 $set $stack = a500 $set $suffix = grd $set $code = s # kd --> recession constant for single linear reservoir for direct runoff $set $kd001 = 2 $set $kd002 = 2 $set $kd003 = 2 $set $kd004 = 2 $set $kd005 = 2 $set $kd006 = 2 $set $kd007 = 2 $set $kd008 = 2 $set $kd009 = 2 $set $kd010 = 2 $set $kd011 = 2 $set $kd012 = 2 $set $kd013 = 2 $set $kd014 = 2 $set $kd015 = 2 $set $kd016 = 2 $set $kd017 = 2 $set $kd018 = 2 $set $kd019 = 2 $set $kd020 = 2 $set $kd021 = 2 $set $kd022 = 2 $set $kd023 = 2 $set $kd031 = 2 $set $kd032 = 2 $set $kd033 = 2 $set $kd034 = 2 $set $kd131 = 2 $set $kd157 = 2 $set $kd231 = 2 $set $kd300 = 2 $set $kd302 = 2 $set $kd303 = 2 $set $kd305 = 2 $set $kd306 = 2 $set $kd307 = 2 $set $kd308 = 2 $set $kd309 = 2 $set $kd310 = 2 $set $kd311 = 2 $set $kd312 = 2 $set $kd313 = 2 $set $kd316 = 2 # ki --> recession constant for single linear reservoir for interflow $set $ki001 = 3 $set $ki002 = 3 $set $ki003 = 3 $set $ki004 = 3 $set $ki005 = 3 $set $ki006 = 3 $set $ki007 = 3 $set $ki008 = 3 $set $ki009 = 3 $set $ki010 = 3 $set $ki011 = 3 $set $ki012 = 3 $set $ki013 = 3 $set $ki014 = 3 $set $ki015 = 3 $set $ki016 = 3 $set $ki017 = 2 $set $ki018 = 3 $set $ki019 = 3 $set $ki020 = 3 $set $ki021 = 3 $set $ki022 = 3 $set $ki023 = 3 $set $ki031 = 3 $set $ki032 = 3 $set $ki033 = 3 $set $ki034 = 3 $set $ki131 = 3 $set $ki157 = 3 $set $ki231 = 3 $set $ki300 = 3 $set $ki302 = 3 $set $ki303 = 3 $set $ki305 = 3 $set $ki306 = 3 $set $ki307 = 3 $set $ki308 = 3 $set $ki309 = 3 $set $ki310 = 3 $set $ki311 = 3 $set $ki312 = 3 $set $ki313 = 3 $set $ki316 = 3 # drainage density per sub basin as a variable # 187 183 182 181 144 # # v116 v115 $set $dr001 = 4.0 # 6.00 # 2.00 # 0.70 # 4.0 # 3.0 # 3.0 # 3.0 # 3.0 # 1 $set $dr002 = 4.0 # 6.00 # 2.00 # 2.60 # 4.0 # 3.0 # 3.0 # 3.0 # 3.0 # 2 150 151 $set $dr003 = 3.0 # 4.50 # 1.50 # 0.20 # 3.0 # 3.0 # 3.0 # 3.0 # 3.0 # 3 152 153 154 $set $dr004 = 9.0 # 13.5 # 4.50 # 0.20 # 9.0 # 7.2 # 7.2 # 7.2 # 7.2 # 4 $set $dr005 = 3.3 # 4.95 # 1.65 # 2.00 # 3.3 # 3.3 # 3.3 # 3.3 # 3.3 # 5 81 86 90 91 92 93 101 219 222 223 224 225 226 $set $dr006 = 0.7 # 1.05 # 0.35 # 0.05 # 0.7 # 0.7 # 0.7 # 0.7 # 0.7 # 6 58 66 67 68 70 71 72 73 201 $set $dr007 = 1.7 # 2.55 # 0.85 # 0.55 # 1.7 # 2.0 # 2.0 # 1.5 # 1.2 # 7 78 79 207 208 209 210 211 $set $dr008 = 0.9 # 1.35 # 0.45 # 1.00 # 0.9 # 0.6 # 1.2 # 1.5 # 0.2 # 8 240 242 243 244 $set $dr009 = 2.3 # 3.45 # 1.15 # 0.15 # 2.3 # 2.3 # 1.5 # 1.5 # 1.0 # 9 99 100 235 236 $set $dr010 = 0.5 # 0.75 # 0.25 # 0.20 # 0.5 # 0.3 # 0.5 # 1.5 # 0.3 # 10 102 103 247 248 $set $dr011 = 0.8 # 1.20 # 0.40 # 0.30 # 0.8 # 0.5 # 0.5 # 1.5 # 0.5 # 11 249 $set $dr012 = 3.2 # 4.80 # 1.60 # 0.70 # 3.2 # 3.2 # 1.3 # 2.9 # 0.9 # 12 282 286 (und 308 oberhalb) $set $dr013 = 2.5 # 3.75 # 1.25 # 0.70 # 2.5 # 2.5 # 2.5 # 3.0 # 1.0 # 13 250 251 252 253 254 257 260 262 265 266 267 269 270 273 274 275 306 $set $dr014 = 1.4 # 2.10 # 0.70 # 2.70 # 1.4 # 1.4 # 1.4 # 1.4 # 1.4 # 14 110 116 117 $set $dr015 = 1.8 # 2.70 # 0.90 # 1.00 # 1.8 # 1.8 # 1.3 # 1.3 # 1.3 # 15 288 $set $dr016 = 2.7 # 4.05 # 1.35 # 0.80 # 2.7 # 1.8 # 1.3 # 1.3 # 1.3 # 16 158 $set $dr017 = 8.0 # 12.0 # 4.00 # 1.00 # 8.0 # 8.0 # 8.0 # 2.0 # 7.0 # 17 $set $dr018 = 5.0 # 7.50 # 2.50 # 1.00 # 5.0 # 4.0 # 4.0 # 2.0 # 7.0 # 18 $set $dr019 = 0.3 # 0.45 # 0.15 # 1.00 # 0.3 # 0.5 # 0.9 # 1.3 # 1.3 # 19 $set $dr020 = 1.8 # 2.70 # 0.90 # 16.5 # 1.8 # 1.8 # 1.8 # 2.8 # 2.8 # 20 119 $set $dr021 = 0.5 # 0.75 # 0.25 # 5.00 # 0.5 # 0.5 # 0.8 # 1.2 # 1.2 # 21 $set $dr022 = 30.0 # 45.0 # 15.0 # 15.0 # 30.0 # 23.0 # 15.6 # 9.6 # 9.6 # 22 221 $set $dr023 = 10.0 # 15.0 # 5.00 # 0.25 # 10.0 # 7.4 # 7.4 # 6.4 # 6.4 # 23 $set $dr031 = 33.0 # 49.5 # 16.5 # 0.90 # 33.0 # 24.0 # 24.0 # 24.0 # 24.0 # 31 $set $dr032 = 2.0 # 3.00 # 1.00 # 0.15 # 2.0 # 2.0 # 2.0 # 2.0 # 2.0 # 32 $set $dr033 = 2.0 # 3.00 # 1.00 # 2.50 # 2.0 # 2.0 # 2.0 # 2.0 # 2.0 # 33 $set $dr034 = 2.0 # 3.00 # 1.00 # 4.00 # 2.0 # 2.0 # 2.0 # 2.0 # 2.0 # 34 120 122 141 $set $dr131 = 1.6 # 2.40 # 0.80 # 1.35 # 1.6 # 0.9 # 0.9 # 0.9 # 0.9 # 129 131 $set $dr157 = 2.0 # 3.00 # 1.00 # 0.90 # 2.0 # 2.0 # 2.0 # 2.0 # 2.0 # 157 $set $dr231 = 5.4 # 8.10 # 2.70 # 0.70 # 5.4 # 3.6 # 3.6 # 3.6 # 3.6 # 231 $set $dr300 = 1.4 # 2.10 # 0.70 # 1.25 # 1.4 # 1.4 # 1.4 # 1.4 # 1.4 # 123 124 125 126 127 128 130 138 140 141 142 300 $set $dr302 = 1.4 # 2.10 # 0.70 # 1.60 # 1.4 # 1.4 # 1.4 # 1.4 # 1.4 # 302 $set $dr303 = 0.6 # 0.90 # 0.30 # 0.40 # 0.6 # 0.6 # 0.6 # 0.6 # 0.6 # 303 $set $dr305 = 0.4 # 0.60 # 0.20 # 0.25 # 0.4 # 0.4 # 0.4 # 0.4 # 0.4 # 155 305 $set $dr306 = 0.3 # 0.45 # 0.15 # 1.15 # 0.3 # 0.3 # 0.3 # 0.4 # 0.4 # 306 $set $dr307 = 2.0 # 3.00 # 1.00 # 0.45 # 2.0 # 1.8 # 1.8 # 1.8 # 1.8 # 307 $set $dr308 = 1.1 # 1.65 # 0.55 # 0.85 # 1.1 # 1.3 # 1.3 # 2.9 # 0.2 # 277 281 282 308 $set $dr309 = 0.1 # 0.15 # 0.05 # 0.35 # 0.1 # 0.1 # 0.15 # 0.2 # 0.2 # 80 216 217 309 $set $dr310 = 4.0 # 6.00 # 2.00 # 1.65 # 4.0 # 2.0 # 4.0 # 4.0 # 4.0 # 64 65 310 $set $dr311 = 0.4 # 0.60 # 0.20 # 4.50 # 0.4 # 0.4 # 0.8 # 0.8 # 0.8 # 40 41 42 43 44 50 51 52 53 54 55 56 57 59 60 61 62 63 311 $set $dr312 = 0.4 # 0.60 # 0.20 # 1.50 # 0.4 # 0.4 # 0.4 # 0.6 # 0.6 # 75 76 77 220 312 $set $dr313 = 5.2 # 7.80 # 2.60 # 2.00 # 5.2 # 3.4 # 2.4 # 3.1 # 3.1 # 82 83 84 85 227 228 313 $set $dr316 = 1.4 # 2.10 # 0.70 # 2.00 # 1.4 # 1.4 # 0.8 # 0.6 # 0.6 # 94 95 96 97 98 232 233 316 # sdf --> Snow melt: Direct Runoff fraction $set $sdf001 = 0.05 $set $sdf002 = 0.05 $set $sdf003 = 0.05 $set $sdf004 = 0.05 $set $sdf005 = 0.05 $set $sdf006 = 0.05 $set $sdf007 = 0.05 $set $sdf008 = 0.05 $set $sdf009 = 0.05 $set $sdf010 = 0.05 $set $sdf011 = 0.05 $set $sdf012 = 0.05 $set $sdf013 = 0.05 $set $sdf014 = 0.05 $set $sdf015 = 0.05 $set $sdf016 = 0.05 $set $sdf017 = 0.05 $set $sdf018 = 0.05 $set $sdf019 = 0.05 $set $sdf020 = 0.05 $set $sdf021 = 0.05 $set $sdf022 = 0.05 $set $sdf023 = 0.05 $set $sdf031 = 0.05 $set $sdf032 = 0.05 $set $sdf033 = 0.05 $set $sdf034 = 0.05 $set $sdf131 = 0.05 $set $sdf157 = 0.05 $set $sdf231 = 0.05 $set $sdf300 = 0.05 $set $sdf302 = 0.05 $set $sdf303 = 0.05 $set $sdf305 = 0.05 $set $sdf306 = 0.05 $set $sdf307 = 0.05 $set $sdf308 = 0.05 $set $sdf309 = 0.05 $set $sdf310 = 0.05 $set $sdf311 = 0.05 $set $sdf312 = 0.05 $set $sdf313 = 0.05 $set $sdf316 = 0.05 # variables for standardgrids # first section: grids, which differ for different subdivisions of the basin $set $zone_grid = $grid//.e26_4w $set $subcatchments = $grid//.ezg_4w $set $flow_time_grid = $grid//.fzs025_4w $set $river_links_grid = $grid//.lnk_4w $set $regio_grid = $grid//.reg3c_4w #second section: grids, which doesn't depend on subdivision (only pixel-values are of interest) $set $elevation_model = $grid//.dhk_lakesConst $set $RelCellArea_grid = $grid//.rca $set $CellSizeX_grid = $grid//.csx $set $CellSizeY_grid = $grid//.csy $set $slope_grid = $grid//.slp $set $FlowDirection_grid = $grid//.flk_4w $set $aspect_grid = $grid//.exp $set $land_use_grid = $grid//.use_corine2018 # old: use_c stands for resampling using central value instead of most frequent value, which would be use_f $set $ice_firn_grid = $grid//.glc $set $field_capacity_grid = $grid//.nfk $set $ATBgrid = $grid//.atb $set $hydr_cond_grid = $grid//.k $set $soil_types = $grid//.soil_hwsd $set $sky_view_factor_grid = $grid//.hor $set $drain_depth_grid = $grid//.drn $set $drain_distance_grid = $grid//.dis $set $irrigationcodes = $grid//.irr $set $max_pond_grid = $grid//.maxpond_4w $set $clay_depth_grid = $grid//.cly $set $river_depth_grid = $grid//.dep05_4w $set $river_width_grid = $grid//.wit3 $set $tracer_1 = $grid//.c1 $set $tracer_2 = $grid//.c2 $set $tracer_3 = $grid//.c3 $set $tracer_4 = $grid//.c4 $set $tracer_5 = $grid//.c5 $set $tracer_6 = $grid//.c6 $set $tracer_7 = $grid//.c7 $set $tracer_8 = $grid//.c8 $set $tracer_9 = $grid//.c9 $set $kolmationsgrid = $grid//.kol $set $gw_kx_1_grid = $grid//.kx1_hwsdx2 $set $gw_kx_2_grid = $grid//.kx2 $set $gw_kx_3_grid = $grid//.kx3 $set $gw_ky_1_grid = $grid//.ky1_hwsdx2 $set $gw_ky_2_grid = $grid//.ky2 $set $gw_ky_3_grid = $grid//.ky3 $set $gw_bound_h_1_grid = $grid//.bh1 $set $gw_bound_h_2_grid = $grid//.bh2 $set $gw_bound_h_3_grid = $grid//.bh3 $set $gw_bound_q_1_grid = $grid//.bq1 $set $gw_bound_q_2_grid = $grid//.bq2 $set $gw_bound_q_3_grid = $grid//.bq3 $set $aquiferthick1 = $grid//.aq1_hwsd $set $aquiferthick2 = $grid//.aq2 $set $aquiferthick3 = $grid//.aq3 $set $gw_storage_coeff_1 = $grid//.s01 $set $gw_storage_coeff_2 = $grid//.s02 $set $gw_storage_coeff_3 = $grid//.s03 $set $gw_kolmation_1 = $grid//.gk1 $set $gw_kolmation_2 = $grid//.gk2 $set $gw_kolmation_3 = $grid//.gk3 $set $lake_grid = $grid//.lak_4w $set $taucrit_grid = $grid//.tau $set $ThawCoeffPermaFrost = $grid//.alpha $set $debris_on_glaciers = $grid//.debris $set $slidefraction1 = $grid//.sd1 $set $slidefraction2 = $grid//.sd2 $set $slidefraction3 = $grid//.sd3 $set $slidefraction4 = $grid//.sd4 $set $depositionindex = $grid//.normalized.svfdir_2_4w $set $elevationordercols = $grid//.eoc $set $elevationorderrows = $grid//.eor $set $ClayFraction = $grid//.clay $set $SandFraction = $grid//.sand $set $SiltFraction = $grid//.silt # output grids for surface hydrology modules $set $nFK_grid_mm_min = uFCminmm//.//$suffix $set $nFK_grid_mm_max = uFCmaxmm//.//$suffix $set $nFK_grid_mm = uFCmm//.//$suffix $set $nFK_grid_perc = uFCperc//.//$suffix $set $forcingunitsgrid1 = forc1//.//$suffix $set $TStartPhenoGrid1 = phen1//.//$suffix $set $chillingunitsgrid1 = chill1//.//$suffix $set $FStargrid1 = fstar1//.//$suffix $set $forcingunitsgrid2 = forc2//.//$suffix $set $TStartPhenoGrid2 = phen2//.//$suffix $set $chillingunitsgrid2 = chill2//.//$suffix $set $FStargrid2 = fstar2//.//$suffix $set $forcingunitsgrid3 = forc3//.//$suffix $set $TStartPhenoGrid3 = phen3//.//$suffix $set $chillingunitsgrid3 = chill3//.//$suffix $set $FStargrid3 = fstar3//.//$suffix $set $albedo = albedo//.//$suffix $set $soilstoragegrid = sb__//.//$suffix $set $throughfall = qi__//.//$suffix $set $snowcover_outflow = qsno//.//$suffix $set $melt_from_snowcover = qsme//.//$suffix $set $days_snow = sday//.//$suffix $set $snow_age = sage//.//$suffix $set $snow_rate = snow//.//$suffix $set $rain_rate = rain//.//$suffix $set $firn_melt = qfir//.//$suffix $set $ice_melt = qice//.//$suffix $set $preci_grid = prec//.//$suffix $set $preci_grid1 = prec1//.//$suffix $set $preci_grid2 = prec2//.//$suffix $set $preci_grid3 = prec3//.//$suffix $set $irrig_grid = irri//.//$suffix $set $etr2etpgrid = er2ep//.//$suffix $set $tempegrid = temp//.//$suffix $set $tempegrid1 = temp1//.//$suffix $set $tempegrid2 = temp2//.//$suffix $set $windgrid = wind//.//$suffix $set $sunshinegrid = ssd_//.//$suffix $set $radiationgrid = rad_//.//$suffix $set $humiditygrid = humi//.//$suffix $set $vaporgrid = vapo//.//$suffix $set $ETPgrid = etp_//.//$suffix $set $EIPgrid = eip_//.//$suffix $set $ETRgrid = etr_//.//$suffix $set $EVAPgrid = evap//.//$suffix $set $EVARgrid = evar//.//$suffix $set $ETRSgrid = etrs//.//$suffix $set $SSNOgrid = ssno//.//$suffix $set $SLIQgrid = sliq//.//$suffix $set $SSTOgrid = swe_//.//$suffix $set $SSNOOnGlacgrid = ssno_onGlac_//.//$suffix $set $SLIQOnGlacgrid = sliq_onGlac_//.//$suffix $set $SSTOOnGlacgrid = ssto_onGlac_//.//$suffix $set $sat_def_grid = sd__//.//$suffix $set $SUZgrid = suz_//.//$suffix $set $SIFgrid = sif_//.//$suffix $set $EIgrid = ei__//.//$suffix $set $SIgrid = si__//.//$suffix $set $ExpoCorrgrid = exco//.//$suffix $set $Tcorrgrid = tcor//.//$suffix $set $Shapegrid = shap//.//$suffix $set $INFEXgrid = infx//.//$suffix $set $SATTgrid = satt//.//$suffix $set $Nagrid = na__//.//$suffix $set $SSPgrid = ssp_//.//$suffix $set $Peakgrid = peak//.//$suffix $set $SBiagrid = sbia//.//$suffix $set $fcia_grid = nfki//.//$suffix $set $tavg_grid = tavg//.//$suffix # now variables for unsaturated zone model $set $SB_1_REL_grid = sb05rel//.//$suffix $set $SB_1_grid = sb05//.//$suffix $set $SB_2_grid = sb1_//.//$suffix $set $ROOTgrid = wurz//.//$suffix $set $QDgrid = qd__//.//$suffix $set $QIgrid = qifl//.//$suffix $set $GWdepthgrid = gwst//.//$suffix $set $GWthetagrid = gwth//.//$suffix $set $GWNgrid = gwn_//.//$suffix $set $UPRISEgrid = uprs//.//$suffix $set $PERCOLgrid = perc//.//$suffix $set $GWLEVELgrid = gwlv//.//$suffix $set $QDRAINgrid = qdrn//.//$suffix $set $QBgrid = qb__//.//$suffix $set $GWINgrid = gwin//.//$suffix $set $GWEXgrid = gwex//.//$suffix $set $act_pond_grid = pond//.//$suffix $set $MACROINFgrid = macr//.//$suffix $set $SUBSTEPSgrid = step//.//$suffix $set $SnowFreeDaysGrid = sfre//.//$suffix $set $SnowCoverDaysGrid = scov//.//$suffix $set $ThawDepthGrid = thdp//.//$suffix $set $ThawDepthGridTMod = thaw//.//$suffix $set $ts_avg = ts_avg//.//$suffix # variables for groundwater modeling $set $flowx1grid = gwx1//.//$suffix $set $flowx2grid = gwx2//.//$suffix $set $flowx3grid = gwx3//.//$suffix $set $flowy1grid = gwy1//.//$suffix $set $flowy2grid = gwy2//.//$suffix $set $flowy3grid = gwy3//.//$suffix $set $head1grid = gwh1//.//$suffix $set $head2grid = gwh2//.//$suffix $set $head3grid = gwh3//.//$suffix $set $GWbalance1grid = gwbalance1//.//$suffix $set $GWbalance2grid = gwbalance2//.//$suffix $set $GWbalance3grid = gwbalance3//.//$suffix # result grids for surface routing model $set $surfspeed_grid = sfcv//.//$suffix $set $surfflux_grid = sflx//.//$suffix # some new stacks and grids for the dynamic glacier model $set $firn_WE_stack = glfirn//.//$suffix $set $GlacierMassBalance = glmb//.//$suffix $set $OldGlacierMassBalance = glmb_old//.//$suffix $set $glacierizedCells_grid = glc_//.//$suffix $set $glacier_codes_grid = glid//.//$suffix # result-stacks for Unsatzonmodel $set $Thetastack = thet//.//$suffix $set $hydraulic_heads_stack = hhyd//.//$suffix $set $geodetic_altitude_stack = hgeo//.//$suffix $set $flowstack = qu__//.//$suffix $set $concstack = conc//.//$suffix $set $Temperaturestack = tsoil//.//$suffix # result-grids for sow model $set $snowtemperaturgrid = snowtemp//.//$suffix $set $snowsurftemperaturgrid = ssrftemp//.//$suffix $set $inputmassgrid = inpmass//.//$suffix $set $mobilemassgrid = mobmass//.//$suffix $set $depositiongrid = deposit//.//$suffix $set $snowtemperaturgridGL = snowtempgl//.//$suffix $set $snowsurftemperaturgridGL = ssrftempgl//.//$suffix $set $ETRSgridGl = etrsgl//.//$suffix $set $QSNOWOnGlacgrid = qsmegl//.//$suffix # result stackd for layered snow model $set $SWESstack = swes_stack//.//$suffix $set $SWELStack = swel_stack//.//$suffix $set $temperSnowStack = tempersnow_stack//.//$suffix # stack with snow temperatures per snow layer $set $thetaSnowStack = thetasnow_stack//.//$suffix # stack with theta values per snow layer $set $hhSnowStack = hhydsnow_stack//.//$suffix # stack with hydraulic heads per snow layer $set $hgeoSnowStack = hgeosnow_stack//.//$suffix # stack with geodetic elevation per snow layer (bottom of layer) $set $quSnowStack = qusnow_stack//.//$suffix # stack with (bottom) water fluxes per snow layer $set $thickSnowStack = thicksnow_stack//.//$suffix # stack with the thickness of each snow layer $set $densSnowStack = denssnow_stack//.//$suffix # stack with density of each snow layer $set $upperIndexSnow = upperIndexSnow//.//$suffix # grid with the index of the first (uppermost) layer that constains snow # parameters for interpolation of meteorological input data $set $SzenUse = 0 $set $IDWmaxdist = 200000 $set $IDWweight = 2 $set $Anisoslope = 0.0 $set $Anisotropie = 1.0 # Writegrid : max. 4 digits (nnnn) # # only if writegrid >= 1000: 1. digit (1nnn, or 2nnn) # 0 = no vegetation period based grid is written # 1 = sum grid is written for vegetation period (summing up each value as long as this cells vegetation period is active) # 2 = average value grid is written for vegetation period (summing up each value as long as this cells vegetation period is active) # only if writegrid >= 100: 2. digit (n1nn, or n2nn or n3nn or 1nn..3nn -> leading digits may be omitted)) # 0 = no minimum or maximum grid is written # 1 = minimum grid is written (minimum value for each of the grid cells over the entire model period) # 2 = maximum grid is written (maximum value for each of the grid cells over the entire model period) # 3 = both grids are written (minimum and maximum value for each of the grid cells over the entire model period) # only if Writegrid >= 10: 3rd digit: sums or means (1n ... 8n or n1n..n8n or nn1n..nn8n -> leading digits may be omitted)) # 0 = no sum grid will be written # 1 = one sum grid will be written at the end of the model run # 2 = one sum grid per model year # 3 = one sum grid per model month # 4 = one sum grid per day (only, if timestep < 1 day) # 5 = one mean value grid at the end of the model run # 6 = one mean value grid per model year # 7 = one mean value grid per month # 8 = one mean value grid per day # last digit (nnn1 .. nnn5 or nn1..nn5 or n1..n5 or 1..5 -> leading digits may be omitted) (for actual values, not for Sums or means) # 1 = (over)write each timestep into the same grid (for security in case of model crashs) # 2 = write grids each timestep to new files, the name is build from the first 4 letters # of the regular grid name and then from the number of month, day and hour (hoer as file extension). # example: tempm500.grd will become prec0114.07 for 14.January, 7:00. # 3 = only the last grid of the model run will be stored # 4 = the grid from the last hour of each day (24:00) will be stored (for each day the same file will be overwritten) # 5 = like 4, but each day a new grid file is created (like for code 2) # 6 = actual grid at the end of each month # 7 = actual grid at the end of each year # 8 = write immediately after reading the grid from file and filling missing values. This is used for an automated filling of missing values only. Should not be used productive # explanation of writegrid and outputcode some lines below $set $Writegrid_series = 3 $set $Writegrid = 3 $set $Write_no_grid = 0 $set $Write_annual_sum = 23 $set $Write_annual_mean = 63 $set $Writestack = 3 $set $Write_no_stack = 0 $set $no_output = 2001 $set $once_per_interval = 2001 $set $routing_code = 4001 [SpinUp] $do_spin_up [output_list] 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 31 33 34 [output_interval] 25 # increment of time steps until an output to the screen is done (24 = each day one output, if time steo = 1h) 1 # warning level for interpolation (no station within search radius) 0 # unit of routed discharge (0=mm/timestep, 1=m3/s) $time # minutes from the hour-entry in the input data files until the end # of the time step is reached 0 if the end of time step is given like "84 01 01 01", # but it should be $time if the begin is given like in "84 01 01 00" WriteAsciiGrids = 1 # 0 if grids should be written in WaSiM native format, 1 if in ESRI ASCII format WriteDoubleGrids = 0 # 0 if grids should be written in WaSiM native format, 1 if in ESRI ASCII format InitialStateDirectory = $InitialStateDirectory # if using this parameter, all state grids as well as the storage_richards.ftz file will be expected in that directory for reading DefaultOutputDirectory = $DefaultOutputDirectory # this is the default output directory, all output is written to unless the given filename contains an absolute path [coordinates] 46.8 # geogr. latitude (center of the basin -> for radiation calculations) 9.5 # geogr. longitude (center of the basin) 15.0 # meridian according to the official time (middle europe: 15)(east: 0 ... +180 degree, west: 0 ... -180 (or 360 ... 180) 0 # time shift of Meteo-data-time with respect to the true local time (mean sun time) # e.g.: if meteo-data are stored in UTC-time and the time meridian is 15 east (central europe), # than the local time is 1 hour later than the time in the meteo-data-file, so 1 hour has to be added to the time from this file # this is important for calculation of sunshine duration and radiation [region_transition_distance] 5000 # in m [soil_surface_groundwater_substeps] 1 # number of sub time steps for the module group surface routing, unsaturated zone model and groundwater model (and accumulation of real evapotranspiration) [elevation_model] $inpath//$subdir_ingrids//$elevation_model [zone_grid] $inpath//$subdir_ingrids//$zone_grid [standard_grids] 28 #$inpath//$subdir_ingrids//$nFK_grid_mm_min minFieldCapacity_mm fillcode = 1 defaultValue = 100 readcode = 0 outname = $outpath//$nFK_grid_mm_min writecode = $Write_no_grid # maximum usable field capacity in mm (depends on soil property psi_FC, or 200cm suction as default, calculated over the actual root depth at every time step, result of max grid is available when writecode contains a max output like 2xx) #$inpath//$subdir_ingrids//$nFK_grid_mm_max maxFieldCapacity_mm fillcode = 1 defaultValue = 100 readcode = 0 outname = $outpath//$nFK_grid_mm_max writecode = $Write_no_grid # maximum usable field capacity in mm (depends on soil property psi_FC, or 200cm suction as default, calculated over the actual root depth at every time step, result of max grid is available when writecode contains a max output like 2xx) #$inpath//$subdir_ingrids//$nFK_grid_mm usableFieldCapacity_mm fillcode = 1 defaultValue = 100 readcode = 0 outname = $outpath//$nFK_grid_mm writecode = $Writegrid statfile = $outpath//uFCmm.dat statcode = $once_per_interval # actual usable water capacity in mm (depends on max field capacity and the actual water content) #$inpath//$subdir_ingrids//$nFK_grid_perc usableFieldCapacity_perc fillcode = 1 defaultValue = 100 readcode = 0 outname = $outpath//$nFK_grid_perc writecode = $Writegrid statfile = $outpath//uFCperc.dat statcode = $once_per_interval # actual usable field capacity in % (depends on max field capacity and the actual water content) #$inpath//$subdir_ingrids//$SB_1_REL_grid SB_1_REL_grid fillcode = 1 defaultValue = 1.0 readcode = 0 outname = $outpath//$SB_1_REL_grid writecode = $Writegrid statfile = $outpath//sb_1_rel.dat statcode = $once_per_interval # #$inpath//$subdir_ingrids//$etr2etpgrid ETR2ETP fillcode = 1 defaultValue = 1.0 readcode = 0 outname = $outpath//$etr2etpgrid writecode = $Writegrid statfile = $outpath//etr2etp.dat statcode = $once_per_interval # $inpath//$subdir_ingrids//$slope_grid slope_angle 1 # grid with slope angle data $inpath//$subdir_ingrids//$aspect_grid slope_aspect 1 # grid with slope aspect data $inpath//$subdir_ingrids//$regio_grid regression_regions fillcode = 1 # defaultValue = 1 writecode = 8 readcode = 0 outname = $outpath//$regio_grid # region grid if using multiple regression perameter files for meteorological data interpolation $inpath//$subdir_ingrids//$land_use_grid landuse fillcode = 1 # writecode = 8 readcode = 1 outname = $outpath//$land_use_grid # grid with land use data (will be written out after reading in for getting gthe filles values) $inpath//$subdir_ingrids//$subcatchments zonegrid_soilmodel 1 # zone grid for the runoff generation model (and unstaurated zone model) $inpath//$subdir_ingrids//$flow_time_grid flow_times fillcode = 1 # writecode = 8 readcode = 1 outname = $outpath//$flow_time_grid # grid with flow times for surface runoff to the subbasin outlet $inpath//$subdir_ingrids//$max_pond_grid max_ponding_storage fillcode = 1 defaultValue = 0 # grid with height of small dams around the fields for water ponding (in m). 0 if no ponding occurs. For a call which is active in the lake grid, this value is the theoretical value when the pond overflows. $inpath//$subdir_ingrids//$lake_grid lake_codes fillcode = 0 # grid with a unique code for each lake $inpath//$subdir_ingrids//$river_depth_grid river_depth 0 # grid with the depth of all streams in the stream network in m $inpath//$subdir_ingrids//$river_width_grid river_width 0 # grid with the witdh of all streams in m $inpath//$subdir_ingrids//$river_links_grid river_links 0 # grid with codes of tributaries, from which a channel was routed (only for real routing channels!!!) $inpath//$subdir_ingrids//$kolmationsgrid kolmation fillcode = 1 # defaultValue = 1e-5 writecode = 8 readcode = 0 #outname = $outpath//$kolmationsgrid # grid with codes of tributaries, from which a channel was routed (only for real routing channels!!!) $inpath//$subdir_ingrids//$aquiferthick1 aquifer_thickness_1 fillcode = 1 # defaultValue = 15 writecode = 8 readcode = 0 #outname = $outpath//$aquiferthick1 # grid with thickness of first aquifer (m from soil surface to the aquifer bottom) $inpath//$subdir_ingrids//$gw_storage_coeff_1 gw_storage_coeff_1 fillcode = 1 # defaultValue = 0.1 writecode = 8 readcode = 0 #outname = $outpath//$gw_storage_coeff_1 # storage coefficients for 1. aquifer $inpath//$subdir_ingrids//$gw_bound_h_1_grid gw_boundary_fix_h_1 fillcode = 0 # defaultValue = -9999 writecode = 8 readcode = 0 #outname = $outpath//$gw_bound_h_1_grid # periodicity = 1 D 12 persistent = 0 # boundary conditions 1 constant head for layer 1 $inpath//$subdir_ingrids//$gw_bound_q_1_grid gw_boundary_fix_q_1 fillcode = 0 # defaultValue = -9999 writecode = 8 readcode = 0 #outname = $outpath//$gw_bound_q_1_grid # boundary conditions 2 (given flux perpendicular to the border) for layer 1 $inpath//$subdir_ingrids//$gw_kx_1_grid gw_k_x_1 fillcode = 1 # defaultValue = 1e-5 writecode = 8 readcode = 0 #outname = $outpath//$gw_kx_1_grid # lateral hydraulic conductivities for the 1. aquifer in x direction $inpath//$subdir_ingrids//$gw_ky_1_grid gw_k_y_1 fillcode = 1 # defaultValue = 1e-5 writecode = 8 readcode = 0 #outname = $outpath//$gw_ky_1_grid # lateral hydraulic conductivities for the 1. aquifer in y direction $inpath//$subdir_ingrids//$gw_kolmation_1 gw_kolmation_1 fillcode = 1 # defaultValue = 1e-5 writecode = 8 readcode = 0 # kolmation (leakage factor) between 1st and 2nd aquifer $inpath//$subdir_ingrids//$soil_types soil_types fillcode = 1 # defaultValue = 1 writecode = 8 readcode = 0 outname = $outpath//$soil_types # soil types as codes for the soil table $inpath//$subdir_ingrids//$slidefraction1 slidefraction1 fillcode = 0 # new snow model extensions: fraction of the area flowing to the North (slides) $inpath//$subdir_ingrids//$slidefraction2 slidefraction2 fillcode = 0 # new snow model extensions: fraction of the area flowing to the West (slides) $inpath//$subdir_ingrids//$slidefraction3 slidefraction3 fillcode = 0 # new snow model extensions: fraction of the area flowing to the East (slides) $inpath//$subdir_ingrids//$slidefraction4 slidefraction4 fillcode = 0 # new snow model extensions: fraction of the area flowing to the South (slides) $inpath//$subdir_ingrids//$depositionindex deposition_index fillcode = 1 # new snow model extensions: correction factor for wind impact on snow fall #$inpath//$subdir_ingrids//$debris_on_glaciers debris_on_glaciers fillcode = 0 # $inpath//$subdir_ingrids//$ClayFraction clay_fraction fillcode = 0 # writecode = 8 # new snow model extensions: correction factor for wind impact on snow fall $inpath//$subdir_ingrids//$SandFraction sand_fraction fillcode = 0 # writecode = 8 # new snow model extensions: correction factor for wind impact on snow fall $inpath//$subdir_ingrids//$SiltFraction silt_fraction fillcode = 0 # writecode = 8 # new snow model extensions: correction factor for wind impact on snow fall [variable_grids] 3 $outpath//$albedo albedo 1 0 # albedo; for time without snow derived from land use data $Writegrid # Writegrid for $albedo $readgrids # 0, if albedo is derived from land use at model start time, 1, if albedo is read from file $outpath//$glacierizedCells_grid GlacierizedCells 0 -9999 # glacierized fraction of each cell (0...1, -9999 for all-time non-glacierized cells) when using the dynamic glacier model; wasim will check if there are only nodata. If yes, the _ice_firn_ grid will be used for initialization of the glacier cells $Writegrid # Writegrid for glacerized cells; 7=am Jahresende in der Form glc_a500_20051231.024 1 #$readgrids # should always be 1 since otherwise no glacier would be created $outpath//$glacier_codes_grid GlacierCodes 0 -9999 # codes for each single glacier. This grid is required when using the dynamic glacier model. It separates multiple glaciers even in the same subbasin for a applying the V-A-relation correctly $Writegrid # Writegrid for glacier codes 7=am Jahresende in der Form glida500_20051231.024 1 #$readgrids # should always be 1 since otherwise no glacier zones could be created in the dynamic glacier model [model_time] $starthour # start hour $startday # start day $startmonth # start month $startyear # start year $endhour # end hour $endday # end day $endmonth # end month $endyear # end year [meteo_data_count] 8 [meteo_names] temperature precipitation_reg1 precipitation_reg2 precipitation_reg3 wind_speed air_humidity global_radiation sunshine_duration # methods: # 1 = idw # 2 = regress # 3 = idw+regress # 4 = thiessen # 5 = bilinear # 6 = bilinear gradients and residuals linarly combined, # 7 = bicubic spline, # 8 = bicubic splines of gradients and residuals linearly combined, # 9 = read grids according to the name in a grid list file, # 10 = regression from Stationdata instead from outputfile of regr.exe (similar to method 1, except that no station selection may be applied)) # 11 = regression and IDW from station data (equivalent to method 3, except that no station selection may be applied) # 12 = Thiessen with given lapse rate (as single next line parameter or with multiple parameters lower lapse rate, upper limit, upper lapse rate, type (P-type or T-type , important for continuous or discontinuous data modelling) [temperature] 10 # methods, see comments above $inpath//$subdir_timeseries//temperature.dat AdditionalColumns=0 # file name with station data (if method = 1, 3 or 4, else ignored) 820 1400 200 1 300 # lower inversion [m asl], upper inversion [m asl], tolerance [m], overlap [0/1 for true/false], clusterlimit [m] $outpath//$tempegrid1 $outpath//$tempegrid # name of the output grid (is also used for deriving names of daily, monthly, yearly sums or averages) $Writegrid_series # 0, if no grid-output is needed, else one of the codes described above 1.0 # correction faktor for results $outpath//t2m_.dat $once_per_interval # file name for the statistic output (statially averaged values per time step and subcatchment...) 998 # error value: all data in the input file greater than this values or lesser the negative value are nodata $IDWweight # weighting of the reciprocal distance for IDW 0.2 # for interpolation method 3: relative weight of IDW-interpolation in the result $IDWmaxdist # max. distance of stations to the actual interpolation cell -65 # slope of the mean axis of the anisotropy-ellipsis (-90 ... +90 degree, mathem. positive) 0.8 # ratio of the short to the long axis of the anisotropy-ellipsis -40 # lower limit of interpolation results -40 # replace value for results below the lower limit 40 # upper limit for interpolation results 40 # replace value for results with larger values than the upper limit $SzenUse # 1=use scenario data for correction, 0=dont use scenarios 1 # 1=add scenarios, 2=multiply scenarios, 3=percentual change 4 # number of scenario cells [precipitation_reg1] 11 # method: 1=idw 2=regress 3=idw+regress 4=thiessen 5=bilinear 6=bilinear gradients and residuals linarly combined $inpath//$subdir_timeseries//P_1991-2025_reg1.dat AdditionalColumns=0 # file name with station data (if method = 1, 3 or 4, else ignored) 1000 1400 400 1 300 # lower inversion [m asl], upper inversion [m asl], tolerance [m], overlap [0/1 for true/false], clusterlimit [m] $outpath//$tempegrid1 $outpath//$preci_grid1 # name of the output grid (is also used for deriving names of daily, monthly, yearly sums or averages) $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above 1.0 # correction faktor for results $outpath//prec1.dat $no_output # file name for the statistic output (statially averaged values per time step and subcatchment...) 998 # error value: all data in the input file greater than this values or lesser the negative value are nodata $IDWweight # weighting of the reciprocal distance for IDW 0.85 # for interpolation method 3: relative weight of IDW-interpolation in the result $IDWmaxdist # max. distance of stations to the actual interpolation cell -35 # slope of the mean axis of the anisotropy-ellipsis (-90 ... +90 degree, mathem. positive) 0.8 # ratio of the short to the long axis of the anisotropy-ellipsis 0.05 # lower limit of interpolation results 0 # replace value for results below the lower limit 90 # upper limit for interpolation results 90 # replace value for results with larger values than the upper limit $SzenUse # 1=use scenario data for correction, 0=dont use scenarios 2 # 1=add scenarios, 2=multiply scenarios, 3=percentual change 1 # number of scenario cells [precipitation_reg2] 11 # method: 1=idw 2=regress 3=idw+regress 4=thiessen 5=bilinear 6=bilinear gradients and residuals linarly combined $inpath//$subdir_timeseries//precipitation_reg2.dat AdditionalColumns=0 # file name with station data (if method = 1, 3 or 4, else ignored) 300 400 300 1 300 # lower inversion [m asl], upper inversion [m asl], tolerance [m], overlap [0/1 for true/false], clusterlimit [m] $outpath//$tempegrid1 $outpath//$preci_grid2 # name of the output grid (is also used for deriving names of daily, monthly, yearly sums or averages) $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above 1.0 # correction faktor for results $outpath//prec2.dat $no_output # file name for the statistic output (statially averaged values per time step and subcatchment...) 998 # error value: all data in the input file greater than this values or lesser the negative value are nodata $IDWweight # weighting of the reciprocal distance for IDW 0.4 # for interpolation method 3: relative weight of IDW-interpolation in the result $IDWmaxdist # max. distance of stations to the actual interpolation cell 45 # slope of the mean axis of the anisotropy-ellipsis (-90 ... +90 degree, mathem. positive) 0.8 # ratio of the short to the long axis of the anisotropy-ellipsis 0.05 # lower limit of interpolation results 0 # replace value for results below the lower limit 90 # upper limit for interpolation results 90 # replace value for results with larger values than the upper limit $SzenUse # 1=use scenario data for correction, 0=dont use scenarios 2 # 1=add scenarios, 2=multiply scenarios, 3=percentual change 1 # number of scenario cells [precipitation_reg3] 11 # method: 1=idw 2=regress 3=idw+regress 4=thiessen 5=bilinear 6=bilinear gradients and residuals linarly combined $inpath//$subdir_timeseries//precipitation_reg2.dat AdditionalColumns=0 # file name with station data (if method = 1, 3 or 4, else ignored) 300 400 300 1 300 # lower inversion [m asl], upper inversion [m asl], tolerance [m], overlap [0/1 for true/false], clusterlimit [m] $outpath//$tempegrid1 $outpath//$preci_grid3 # name of the output grid (is also used for deriving names of daily, monthly, yearly sums or averages) $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above 1.0 # correction faktor for results $outpath//prec3.dat $no_output # file name for the statistic output (statially averaged values per time step and subcatchment...) 998 # error value: all data in the input file greater than this values or lesser the negative value are nodata $IDWweight # weighting of the reciprocal distance for IDW 0.6 # for interpolation method 3: relative weight of IDW-interpolation in the result $IDWmaxdist # max. distance of stations to the actual interpolation cell -75 # slope of the mean axis of the anisotropy-ellipsis (-90 ... +90 degree, mathem. positive) 0.65 # ratio of the short to the long axis of the anisotropy-ellipsis 0.05 # lower limit of interpolation results 0 # replace value for results below the lower limit 90 # upper limit for interpolation results 90 # replace value for results with larger values than the upper limit $SzenUse # 1=use scenario data for correction, 0=dont use scenarios 2 # 1=add scenarios, 2=multiply scenarios, 3=percentual change 1 # number of scenario cells [wind_speed] 11 # method: 1=idw 2=regress 3=idw+regress 4=thiessen 5=bilinear 6=bilinear gradients and residuals linarly combined $inpath//$subdir_timeseries//windspeed.dat AdditionalColumns=0 # file name with station data (if method = 1, 3 or 4, else ignored) 820 1400 200 1 300 # lower inversion [m asl], upper inversion [m asl], tolerance [m], overlap [0/1 for true/false], clusterlimit [m] $outpath//$tempegrid1 $outpath//$windgrid # name of the output grid (is also used for deriving names of daily, monthly, yearly sums or averages) $Write_annual_mean # 0, if no grid-output is needed, else one of the codes described above 0.71 # correction faktor for results $outpath//wind.dat $once_per_interval # file name for the statistic output (statially averaged values per time step and subcatchment...) 998 # error value: all data in the input file greater than this values or lesser the negative value are nodata $IDWweight # weighting of the reciprocal distance for IDW 0.50 # for interpolation method 3: relative weight of IDW-interpolation in the result $IDWmaxdist # max. distance of stations to the actual interpolation cell $Anisoslope # slope of the mean axis of the anisotropy-ellipsis (-90 ... +90 degree, mathem. positive) $Anisotropie # ratio of the short to the long axis of the anisotropy-ellipsis 0 # lower limit of interpolation results 0 # replace value for results below the lower limit 90 # upper limit for interpolation results 90 # replace value for results with larger values than the upper limit $SzenUse # 1=use scenario data for correction, 0=dont use scenarios 3 # 1=add scenarios, 2=multiply scenarios, 3=percentual change 4 # number of scenario cells [global_radiation] 11 # method: 1=idw 2=regress 3=idw+regress 4=thiessen 5=bilinear 6=bilinear gradients and residuals linarly combined $inpath//$subdir_timeseries//radiation.dat AdditionalColumns=0 # file name with station data (if method = 1, 3 or 4, else ignored) 820 1400 200 1 300 # lower inversion [m asl], upper inversion [m asl], tolerance [m], overlap [0/1 for true/false], clusterlimit [m] $outpath//$tempegrid1 $outpath//$radiationgrid # name of the output grid (is also used for deriving names of daily, monthly, yearly sums or averages) $Write_annual_mean # 0, if no grid-output is needed, else one of the codes described above 1.0 # correction faktor for results $outpath//rad_.dat $once_per_interval # file name for the statistic output (statially averaged values per time step and subcatchment...) 9998 # error value: all data in the input file greater than this values or lesser the negative value are nodata $IDWweight # weighting of the reciprocal distance for IDW 0.5 # for interpolation method 3: relative weight of IDW-interpolation in the result $IDWmaxdist # max. distance of stations to the actual interpolation cell $Anisoslope # slope of the mean axis of the anisotropy-ellipsis (-90 ... +90 degree, mathem. positive) $Anisotropie # ratio of the short to the long axis of the anisotropy-ellipsis 0 # lower limit of interpolation results 0 # replace value for results below the lower limit 1367 # upper limit for interpolation results 1367 # replace value for results with larger values than the upper limit $SzenUse # 1=use scenario data for correction, 0=dont use scenarios 1 # 1=add scenarios, 2=multiply scenarios, 3=percentual change 4 # number of scenario cells [sunshine_duration] 11 # method: 1=idw 2=regress 3=idw+regress 4=thiessen 5=bilinear 6=bilinear gradients and residuals linarly combined $inpath//$subdir_timeseries//sunshine.dat AdditionalColumns=0 # file name with station data (if method = 1, 3 or 4, else ignored) 700 1400 400 1 300 # lower inversion [m asl], upper inversion [m asl], tolerance [m], overlap [0/1 for true/false], clusterlimit [m] $outpath//$tempegrid1 $outpath//$sunshinegrid # name of the output grid (is also used for deriving names of daily, monthly, yearly sums or averages) $Write_annual_mean # 0, if no grid-output is needed, else one of the codes described above 1.0 # correction faktor for results $outpath//ssd_.dat $once_per_interval # file name for the statistic output (statially averaged values per time step and subcatchment...) 998 # error value: all data in the input file greater than this values or lesser the negative value are nodata $IDWweight # weighting of the reciprocal distance for IDW 0.75 # for interpolation method 3: relative weight of IDW-interpolation in the result $IDWmaxdist # max. distance of stations to the actual interpolation cell $Anisoslope # slope of the mean axis of the anisotropy-ellipsis (-90 ... +90 degree, mathem. positive) $Anisotropie # ratio of the short to the long axis of the anisotropy-ellipsis 0 # lower limit of interpolation results 0 # replace value for results below the lower limit 1.0 # upper limit for interpolation results 1.0 # replace value for results with larger values than the upper limit $SzenUse # 1=use scenario data for correction, 0=dont use scenarios 3 # 1=add scenarios, 2=multiply scenarios, 3=percentual change 1 # number of scenario cells [air_humidity] 11 # method: 1=idw 2=regress 3=idw+regress 4=thiessen 5=bilinear 6=bilinear gradients and residuals linarly combined $inpath//$subdir_timeseries//humidity.dat AdditionalColumns=0 # file name with station data (if method = 1, 3 or 4, else ignored) 900 1500 300 1 150 # lower inversion [m asl], upper inversion [m asl], tolerance [m], overlap [0/1 for true/false], clusterlimit [m] $outpath//$tempegrid1 $outpath//$humiditygrid # name of the output grid (is also used for deriving names of daily, monthly, yearly sums or averages) $Write_annual_mean # 0, if no grid-output is needed, else one of the codes described above 0.01 # correction faktor for results $outpath//humi.dat $once_per_interval # file name for the statistic output (statially averaged values per time step and subcatchment...) 9998 # error value: all data in the input file greater than this values or lesser the negative value are nodata $IDWweight # weighting of the reciprocal distance for IDW 0.25 # for interpolation method 3: relative weight of IDW-interpolation in the result $IDWmaxdist # max. distance of stations to the actual interpolation cell $Anisoslope # slope of the mean axis of the anisotropy-ellipsis (-90 ... +90 degree, mathem. positive) $Anisotropie # ratio of the short to the long axis of the anisotropy-ellipsis 0.01 # lower limit of interpolation results 0.01 # replace value for results below the lower limit 1.0 # upper limit for interpolation results 1.0 # replace value for results with larger values than the upper limit $SzenUse # 1=use scenario data for correction, 0=dont use scenarios 3 # 1=add scenarios, 2=multiply scenarios, 3=percentual change 1 # number of scenario cells # ---------- parameter for model components ----------------- [RegionalSuperposition] $do_RegionalSuperposition $time NumberOfEntities = 1; precipitation { entityinputgrid = precipitation_reg1 ; regions = 1 2 3; weights = 1.07 0.0 0.0; entityinputgrid = precipitation_reg2 ; regions = 1 2 3; weights = 0.0 1.07 0.0; entityinputgrid = precipitation_reg3 ; regions = 1 2 3; weights = 0.0 0.0 0.88; outputgrid = $outpath//$preci_grid ; writecode = $Write_annual_sum ; outputtable = $outpath//prec.dat; statcode = $once_per_interval; } [precipitation_correction] $do_precipitation_correction 0.5 # Snow-rain-temperature 1.07 # liquid: b in: y = p(ax + b) 0.07 # liquid: a in: y = p(ax + b) = 1% more per m/s + 0.5% constant 1.15 #1.17 # 1.15 # 1.20 # 1.14 # Snow: b in: y = p(ax + b) 0.17 #0.20 # 0.17 # 0.24 # 0.19 # Snow: a in: y = p(ax + b) = 15% more per m/s + 45% constant [radiation_correction] $do_radiation_correction $time 2 # control parameter for radiation correction (see above) $outpath//$Tcorrgrid # name of the grids with the corrected temperatures $Write_annual_mean # Writegrid for corrected temperatures 5 # scaling factor for temperature correction $outpath//$ExpoCorrgrid # name of the grids with the correction factors for the direct radiation $Write_annual_mean # Writegrid $outpath//$Shapegrid # name of the grids for codes 1 for theor. shadow, 0 for theor. no shadow (day; assumed: SSD=1.0) $Write_annual_mean # Writegrid 1 # interval counter, after reaching this value, a new correction is calculated (3=all 3 hours a.s.o.) 1 # Spitting of the interval, usefull for time step=24 hours (then: split=24, -> each hour one correction calculation) [evapotranspiration] $do_evapotranspiration $time 1 # Method: 1=Penman-Monteith, 2=Hamon (only daily), 3=Wendling (only daily) 4= Haude (only daily) 0.5 0.6 0.8 1.0 1.1 1.1 1.2 1.1 1.0 0.9 0.7 0.5 # PEC correction factor for HAMON-evapotranspiration 0.20 0.20 0.21 0.29 0.29 0.28 0.26 0.25 0.22 0.22 0.20 0.20 # fh (only for method 4: Haude) monthly values (Jan ... Dec) (here: for Grass) 0.5 # fk -> factor for Wendling-evapotranspiration (only for Method = 3) $outpath//$ETPgrid # result grid for pot. evapotranspiration in mm/dt $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//etp_.dat $once_per_interval # statisticfile for Teilgebiete of pot. evapo-Transpiration $outpath//$ETRgrid # result grid for real evapotranspiration in mm/dt $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//etr_.dat $once_per_interval # statistic for subcatchments (zones) of the real evapotranspiration $outpath//$EVAPgrid # result grid for real evapotranspiration in mm/dt $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//evap.dat $once_per_interval # statistic for subcatchments (zones) of the potential evaporation $outpath//$EVARgrid # result grid for real evapotranspiration in mm/dt $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//evar.dat $once_per_interval # statistic for subcatchments (zones) of the real evaporation $outpath//$ETRSgrid # result grid for real snow evapotranspiration in mm/dt $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//etrs.dat $once_per_interval # statistic for subcatchments (zones) of the real snow evaporation $outpath//$EIPgrid # result grid for pot. interception evaporation in mm/dt $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//eip_.dat $once_per_interval # statisticfile for zones of pot. interception evaporation $outpath//rgex.dat $once_per_interval # statistic for subcatchments (zones) of the corrected radiation +0.23 +1.77 -2.28 +1.28 # coefficients c for Polynom of order 3 RG = c1 + c2*SSD + c3*SSD^2 + c4*SSD^3 +0.072 -0.808 +2.112 -0.239 # coefficients x for Polynom of order 3 SSD = x1 + x2*RG + x3*RG^2 + x4*RG^3 0.88 0.05 # Extinktion coefficient for RG-modeling (Phi and dPhi) (summer phi = phi-dphi, winter phi=phi+dphi) 1654.0 # recession constant (e-function for recession of the daily temperature amplitude with altitude [m] 3.3 4.4 6.1 7.9 9.4 10.0 9.9 9.0 7.8 6.0 4.2 3.2 # monthly values of the max. daily T-amplitudes (for 0 m.a.s.l) 0.62 0.1 # part of the temperature amplitude (dt), that is added to the mean day-temperature $outpath//cloud.dat $no_output # statistic for subcatchments (zones) of the corrected radiation # snow model methods: # conventional: # 1 = T-index # 2 = T-u-Index # 3 = energy balance approach after Anderson # 4 = extended energy balance approach after Braun (based on Anderson) with observed vapor pressure # extended methods (introduced by Michael Warscher in 2013, implemented into WaSiMs main distribution by J. Schulla, 2014): # 5 = Enhanced energy balance approach (enhEnbal) (with more sophisticated parameter estimations) # 6 = enhEnbal + gravitational slides # 7 = enhEnbal + gravitational slides + wind redistribution # 8 = T-Index + gravitational slides # 9 = T-Index + gravitational slides + wind redistribution # 10 = T-Index + wind redistribution # 11 = enhEnbal + wind redistribution # 12 = T-u-Index + gravitational slides # 13 = T-u-Index + wind redistribution # 14 = T-u-Index + gravitational slides + wind redistribution [snow_model] $do_snow_model $time 7 # method 1=T-index, 2=t-u-index, 3=Anderson comb., 4=extended com. 1.0 # transient zone for rain-snow (T0R +- this range) 0.5 # T0R temperature limit for rain (Grad Celsius) 0.5 # T0 temperature limit snow melt 0.1 # CWH storage capacity of the snow for water (relative part) 0.5 # CRFR coefficient for refreezing 1.8 # C0 degree-day-factor mm/d/C 1.2 # C1 degree-day-factor without wind consideration mm/(d*C) 1.0 # C2 degree-day-factor considering wind mm/(d*C*m/s) 0.07 # z0 roughness length cm for energy bilance methods (not used) 3.5 # RMFMIN minimum radiation melt factor mm/d/C comb. method 5.0 # RMFMAX maximum radiation melt factor mm/d/C comb. method 0.50 # Albedo for snow (Min) 0.90 # Albedo for snow (Max) $outpath//$rain_rate # rain rate $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//rain.dat $once_per_interval # rain rate $outpath//$snow_rate # snow rate $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//snow.dat $once_per_interval # snow rate $outpath//$days_snow # days with snow (SWE > 5mm) $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//sday.dat $no_output # days with snow (SWE > 5mm) $outpath//$snow_age # snow age (days without new snow) $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//sage.dat $no_output # days since last snowfall $outpath//albe.dat $no_output # Albedo $outpath//$snowcover_outflow # discharge from snow, input (precipitation) for following modules $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//qsch.dat $no_output # melt flow (or rain, if there is no snow cover) in mm/dt $outpath//$melt_from_snowcover # discharge from snow, input (precipitation) for following modules $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//qsme.dat $once_per_interval # melt flow in mm/dt $outpath//$SSNOgrid # name of the grids with the snow storage solid in mm $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$SLIQgrid # name of the grids with the snow storage liquid in mm $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//swe_.dat $once_per_interval # total snow storage, in mm, (liquid and solid fraction) $outpath//$SSTOgrid # name of the grids with the total snow storage solid AND liquid in mm $Writegrid # 0, if no grid-output is needed, else one of the codes described above $readgrids # 1=read snow storage solid, liquid grids from disk, 0=generate new grids # now some new parameters and file names follow for the snow model extensions implemented in 2014 (originally done by M. Warscher and adopted and a little bit extended to the publicly available release in 2014 by J. Schulla) $outpath//$snowtemperaturgrid # result grid with snow pack temperature $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//snowtemp.dat $no_output # temperature of the snow pack (used for new energy balance model) $outpath//$snowsurftemperaturgrid # result grid with $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//ssrftemp.dat $no_output # temperature of the snow surface (used for new energy balance model) $outpath//$inputmassgrid # result grid with snow surface temperature $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//inpmass.dat $no_output # input mass for snow redistribution (gravitational snow slides) $outpath//$mobilemassgrid # result grid with input mass for gravitational snow slides $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//mobmass.dat $no_output # moving/mobile mass for snow redistribution (gravitational snow slides) $outpath//$depositiongrid # result grid with deposition amount for each cell (gravitational snow slides) $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//deposit.dat $no_output # deposition amount (mm) for gravitational slides 55 # maximum deposition slope (0...90) 10 # scaling for maximum deposition (0..inf) 30 # minimum slope for creating slides (0...90) (scale dependent! The coarser the resolution, the smaller this value must be since the average slope decreases). 0.001 # fraction of snow pack that forms the slide (0...1] 1.05 # LWINcorr: correction factor for incoming long wave radiation for fine tuning the energy balance (accouting together with LWOUTcorr for errors in cloudiness and albedo); recommended Values: 0.8...1.2 0.95 # 0.85 # LWOUTcorr: correction factor for outgoing long wave radiation for fine tuning the energy balance (accouting together with LWINcorr for errors in cloudiness and albedo): recommended Values: 0.8...1.2 1.0 # scaling factor for energy balance (taking into account that the complete snow pack is modelled as a single bulk mass instead of as several layers) [ice_firn] 13 # method for glacier melt: 1=classical t-index, 2=t-index with correction by radiation, 11 = dynamic glacier model with classical t-index, 12 = dynamic glacier model with radiation correction 5.5 # 6.0 # t-index factor for ice 4.5 # 5.0 # t-index factor for firn 3.5 # 4.0 # t-index factor for snow 1.9 # 2.0 # melt factor -0.00010 # -0.00010 # radiation coefficient for ice_min (for method 2/12) +0.00070 # +0.00070 # radiation coefficient for ice_max (for method 2/12) +0.00006 # +0.00006 # radiation coefficient for snow_min (for method 2/12) +0.00025 # +0.00025 # radiation coefficient for snow_max (for method 2/12) 12 # els-konstante for ice 240 # els-konstante for firn 24 # els-konstante for snow 0.01 # initial reservoir content for ice discharge (single linear storage approach) 0.01 # initial reservoir content for firn discharge (single linear storage approach) 0.01 # initial reservoir content for snow discharge (single linear storage approach) $outpath//$firn_melt # melt from firn $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//qfir.dat $once_per_interval # melt from firn as statistic file $outpath//$ice_melt # melt from ice $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//qice.dat $once_per_interval # melt from ice as statistic file $outpath//qglc.dat $once_per_interval # discharge from snow, ice and firn as statistic file # ----------------------------------------------------------------------------- # now some new parameters for the new dynamic glacier model (methods 11 and 12) $outpath//qsgl.dat $once_per_interval # melt from snow from glacier only as statistic file (but still with respect tothe subbasins areas!) --> new in version 8.07.00 $readgrids # 1=read grids and stacks from disk, 0=generate new grids and stacks (using the parameters in the following line for WE_Firn stack) 7 2700 1.8 # number of layers for the firn stack, followed by two initialization parameters: average Equilibrium line elevation in m (e.g. 2500) and change rate of WE per m in mm (e.g. 2) -> every 100m the WE of firn in each layer will grow by 200mm 09 30 # month and day (hour is set automatically to 24) for which the Volume-Area-Relation will be applied newly (and temporary (i.e. internal) Balances are reset to 0) 28.5 1.36 10 4 # VAscaling and VAexponent for Volume-Area-Relation of glaciers and number of iterations (elevation belts) and extraWeightFactorBand0 (elevation band 0 will be processed in each iteration this given number of times more than once. Default = 0) $outpath//$firn_WE_stack # water equivalent for firn (given as stack, number of layers taken from the parameter given before); layer 0 will contain the total WE for all firn layers $Writestack # 0, if no grid-output is needed, else one of the codes described above $outpath//glfirn.dat $once_per_interval # water equivalent for firn as statistics file (sum over all firn layers) $outpath//$GlacierMassBalance # output grid with mass balance of the glacier $Writegrid # 3: write at end of simulation (important to start another model run with correct initialization values) $outpath//$OldGlacierMassBalance # output grid with mass balance of the glacier $Writegrid # 3: write at end of simulation (important to start another model run with correct initialization values) $outpath//glmb.dat $no_output # mass balance for the glaciers as statistics file (mass balance for each time step with respect to the entire subbasin the glaciers are located in) $outpath//glmb2.dat $no_output # mass balance for the glaciers as statistics file (mass balance for each time step with respect to the glaciers only!) 1.0 # additional parameter when using a debris grid: this value is used to globally scale the values of the debris grid. Only values > nodata are regarded, i.e. when a cells melt coefficient should not be altered, the debris grid should contain -9999 at this location # some new parameters for better statistic output (for balance verfication) and also separate handling of snow on glaciers and beside glaciers on the same cell $outpath//ssto_OffGlac_.dat $once_per_interval # total snow storage, in mm, (liquid and solid fraction) for the unglacierized part of a cell (usefull for annual balances of all inputs/outputs/storages, since snow on glaciers is handled in the glacier mass balance already) $outpath//$SSNOOnGlacgrid # name of the grids with the snow storage solid in mm valid for the glacierized part of a cell $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$SLIQOnGlacgrid # name of the grids with the snow storage liquid in mm valid for the glacierized part of a cell $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$SSTOOnGlacgrid # name of the grids with the total snow storage solid AND liquid in mm valid for the glacierized part of a cell $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$QSNOWOnGlacgrid # name of the grids with the total snow outflow in mm valid for the glacierized part of a cell $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//$snowsurftemperaturgridGL # name of the grids with snow surface temperature, valid for the glacierized part of a cell $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$snowtemperaturgridGL # name of the grids with snow pack temperature, valid for the glacierized part of a cell $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$ETRSgridGl # name of the grids with snow evaporation in mm, valid for the glacierized part of a cell $Writegrid # 0, if no grid-output is needed, else one of the codes described above 500 0.33 # additional parameter for versions >= 9.09.08 that describes the SWE on a cell that must be reached before the exceeding SWE is either out to an existing glacier on that cell or a new glacier cell is created (if glid is nodata for that cell). Followed by the fraction of the cell that should be turned into glacier (>0...1.0) # Layered Snow model is a component that can be used within unsaturated zone model. It handles the snow like soil layers, so heat transfer and water movement will be computed as in a soil. # therefor it is required to have a section [LayeredSoilProperties] in the control which defines the thermal and hydraulic prperties of snow (like a soil type) [LayeredSnowModel] 0 # do_LayeredSnow: 0=do not integrate snow pack into the soil model; 1=integrate snow pack into soil model, using several layers of snow (supports heat transfer and Richards-approach of soil/snow water movement) 1 # LayeredSnowMethod: method of dealing with snow layers: 1 = constant thickness, 2=constant density (still under construction) 0.1 # --> not yet active: LayeredSnowMinDensity: minimum density of freshly fallen dry snow (will later be modeled in more detail, i.e. depending on temperatur and wind or so) 0.85 # --> not yet active: LayeredSnowMaxDensity: maximum density of old snow (will later be modeled dynamically depending on snow age, temperature and water content etc.) -2.0 # recommended: -2.0 ... 0.0 temperature difference of freshly fallen snow to Tair (because snow comes from higher atmospheric layers, the actual snow temperature may be lower than the air temperature in 2m elevation -> otherwise snow fall at 2°C weren't possible). This parameter leads to a cooler snow pack and less melt when the snow pack starts to accumulate (and soils are still warm as well) 0.0 # --> not yet active: scaling parameter for snow internal runoff (like interflow, in analogy to drainage density in interflow module) --> use with care, only effective if k_recession < 1 0.5 # maximum water storage capacity of snow (this parameter exists because snow is looked at as a soil type, so the soil matrix may change into water due to warming up and become "soil moisture" itself). To make the numerical solution more stable, this parameter should be used (0.1...0.2) 1.0 # --> set always to 1.0, otherwise unpredictable behavior! SE effectiveness for snow: effectiveness of SE on reduction of hydraulic conductivity and suction for snow. When set to 0, hydraulic properties of SNOW only are like without snow model (only heat transfer uses SE then). When set to 1, the effectiveness is 100% like in older WaSiM versions. Range 0...1. Recommended: 1 0.0 # SE effectiveness for soil: effectiveness of SE on reduction of hydraulic conductivity and suction for soil. When set to 0, hydraulic properties of SOIL only are like without snow model (only heat transfer uses SE then). When set to 1, the effectiveness is 100% like in older WaSiM versions. Range 0...1. Recommended for first using layered snow model when the calibrated model didn't use heat transfer yet: 0, else 1 # some stacks grids that may be of interest $outpath//$SWESstack # stack with SWE solid values per snow layer $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$SWELStack # stack with SWE liquid values per snow layer $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$temperSnowStack # stack with snow temperatures per snow layer $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$thetaSnowStack # stack with theta values per snow layer $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$hhSnowStack # stack with hydraulic heads per snow layer $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$hgeoSnowStack # stack with geodetic elevation per snow layer (bottom of layer) $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$quSnowStack # stack with (bottom) water fluxes per snow layer $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$thickSnowStack # stack with thickness of each snow layer $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$densSnowStack # stack with density of each snow layer $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//$upperIndexSnow # grid that holds the index of the first (uppermost) layer that has a positive SWES value, i.e. the first layer with snow in it $Writegrid # 0, if no grid-output is needed, else one of the codes described above # snow layer properties: this is a short soil table, since the snow layers are handled like a soil in the model # all entries have the same syntax as for the soil table, However, some values may not be used internally or even changed dynamically, see comments # actually, ONLY ONE layer is really used, though. [LayeredSnowProperties] 1 # number of entries --> ATTENTION: do not change until the model can use multiple layers 1 Snow { method = MultipleHorizons; ThicknessScaling = 1.0 ; # use with care - effects on SWE may be unpredictable when changing this parameter value PMacroThresh = 0 ; # better to use no macropores for snow (not implemented anyway) MacroCapacity = 0 ; # better to use no macropores for snow (not implemented anyway) CapacityRedu = 0 ; # better to use no macropores for snow (not implemented anyway) MacroDepth = 0 ; # better to use no macropores for snow (not implemented anyway) EvapMaxDepth = 0 ; # there is no evaporation from snow that counts as soil evaporation. horizon = 1 ; # ATTENTION: do not use more than one horizon for snow! The layers will be filled up dynamically from bottom to top and also some of the properties will be changed by the model itself. So one horizon is sufficient for now Name = Snow ; DryHeatCapacity = 2000 ; # dry heat capacity in J/(Kg*K) (This needs to be checked, I used Cvol/density) DryDensity = 400 ; # dry density in kg/m^3 DryThermalConduct = 2.33 ; # dry thermal conductivity in W/(m*K) (or J/(m*s*K) --> 1J = 1Ws) KMinFrozenSoil = 1e-6; # minimum hydraulic conductivity in m/s when the soil is coimpletely frozen -> should be quite high for snow ksat = 1e-4; # like a highly porous sand or small gravel k_recession = 1.0 ; # although the saturated hydraulic conductivity decreases, there will be no interflow, only increaed storage in the lower layers theta_sat = 0.7 ; # (should be 1.0) this will be dynamically adjusted (at least later, wehn the dynamic snow layers are implemented completely) theta_res = 0.1 ; # (should be 0.0) alpha = 18 ; 12 # like ? Par_n = 4 ; 3 # like a highly porous sand or small gravel Par_tau = 0.5 ; # like a highly porous sand or small gravel (should always be 0.5 anyway) thickness = 0.3 ; # this can be changed if required (measure in meters). Do not use too thin layers, since the performance will go down dramatically then (recommended minimum 0.1m, better use 0.2 m) layers = 30 ; # this can be changed if required (1...inf) } [permafrost] 1 # method: 1=simple Alpha*sqrt(snow-free-days) approach to estimate thawdepth 30 # number of days with snow cover after which the soil is assumed to be froozen again 5 # maximum snow water equivalent for the interval to be counted as snow covered (then, the snow-cover-days grid will be incremented by the length of an interval [interception_model] $do_interception_model $time 1 # method: 1 = use ETP for calculating EI; 2 = use EIP for calculating EI (only effective for method 1 in evapotranspiration model -> for other methods, ETP = EIP) $outpath//$throughfall # result grid : = outflow from the interception storage $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//qi__.dat $no_output # statistic file interception storage outflow $outpath//$EIgrid # Interzeption evaporation, grid $Write_annual_sum # 0, if no grid-output is needed, else one of the codes described above $outpath//ei__.dat $no_output # zonal statistic $outpath//$SIgrid # storage content of the interception storage $Writegrid # 0, if no grid-output is needed, else one of the codes described above $outpath//si__.dat $no_output # zonal statistic For interception storage content 0.35 # layer thickness of the waters on the leaves (multiplied with LAI -> storage capacity) $readgrids # 1=read grids from disk, else generate internal [infiltration_model] $do_infiltration_model $time [SiltingUpModel] $do_SiltingUpModel $time [SurfaceRoutingModel] $do_SurfaceRoutingModel $time [lake_model] $do_lake_model 2 # method for recalculating DHM, # 1 = do not change the DHM, it refects already the ground surface of the lakes, # 2 = use mean_pond_grid to calculate dhm corrections # max_pond_grid will be used for mapping the cells pond content to a lake during model runs - so the lake level may well rise above the normal surface 0.1 # Albedo_OpenWater (will be used only, when the pond is filled with water when calculating potential evaporation -> otherwise, the normal landuse for this cell is referenced for this parameter) 0.4 # z0 for water (usage as above) $readgrids # readgrid code 0 do not read, 1 = read grids --> # if 0, the initial valte for the POND-grid as Volume of Lakes and Reservoirs is set by V0 from the routing description, # if readgrids=1, no initialization in done (POND-Grid is read in) but the Vakt-Value is set by the various grids [data_assimilation] $do_data_assimilation $time [unsatzon_model] $do_unsatzon_model $time 3 # method, 1=simple method (will not work anymore from version 7.x), 2 = FDM-Method 3 = FDM-Method with dynamic time step down to 1 secound 2 # controlling interaction with surface water: 0 = no interaction, 1 = exfiltration possible 2 = infiltration and exfiltration possible 1 # controlling surface storage in ponds: 0 = no ponds, 1 = using ponds for surface storage (pond depth as standard grid needed -> height of dams oround fields) 0 # controlling artificial drainage: 0 = no artificial drainage 1 = using drainage (drainage depth and horizontal pipe distances as standard grids needed!) 0 # controlling clay layer: 0 = no clay layer, 1 = assuming a clay layer in a depth, specified within a clay-grid (declared as a standard grid) 5e-8 # permeability of the clay layer (is used for the clay layer only) 4 # parameter for the initialization of the gw_level (range between 1..levels (standard: 4)) $outpath//qdra.dat $no_output # results drainage discharge in mm per zone $outpath//gwst.dat $no_output # results groundwater depth $outpath//gwn_.dat $once_per_interval # results mean groundwater recharge per zone $outpath//sb05.dat $once_per_interval # results rel. soil moisture within the root zone per zone $outpath//sb1_.dat $no_output # results rel. soil moisture within the unsat. zone (0m..GW table) per zone $outpath//wurz.dat $no_output # results statistic of the root depth per zone $outpath//infx.dat $no_output # results statistic of the infiltration excess $outpath//pond.dat $no_output # results statistic of the ponding water storage content $outpath//qdir.dat $once_per_interval # results statistic of the direct discharge $outpath//qifl.dat $once_per_interval # results statistic of the interflow $outpath//qbas.dat $once_per_interval # results statistic of the baseflow $outpath//qges.dat $once_per_interval # results statistic of the total discharge $outpath//gwin.dat $no_output # statistic of the infiltration from surface water into groundwater (from rivers and lakes) $outpath//gwex.dat $once_per_interval # statistic of the exfiltration from groundwater into surface water (into rivers and lakes) $outpath//macr.dat $no_output # statistic of infiltration into macropores $outpath//qinf.dat $no_output # statistic of total infiltration into the first soil layer $outpath//$SB_1_grid # grid with actual soil water content for the root zone $Writegrid # Writecode for this grid $outpath//$SB_2_grid # grid with actual soil water content for the entire unsaturated zone $Writegrid # Writecode for this grid $outpath//$ROOTgrid # grid with root depth $Writegrid # Writecode for this grid $outpath//$Thetastack # stack, actual soil water content for all soil levels $Writestack # Writecode for this stack $outpath//$hydraulic_heads_stack # stack, containing hydraulic heads $Writestack # Writecode for this stack $outpath//$geodetic_altitude_stack # stack, containig geodaetic altitudes of the soil levels (lower boudaries) $Writestack # Writecode for this stack $outpath//$flowstack # stack, containing the outflows from the soil levels $Writestack # Writecode for this stack $outpath//$GWdepthgrid # grid with groudwaterdepth $Writegrid # Writecode for this grid $outpath//$GWthetagrid # grid with theta in GWLEVEL $Writegrid # Writecode for this grid $outpath//$GWNgrid # grid with groundwater recharge $Write_annual_sum # Writecode for this grid $outpath//$GWLEVELgrid # grid with level index of groundwater surface (Index der Schicht) $Writegrid # Writecode for this grid $outpath//$QDRAINgrid # grid with the drainage flows $Write_annual_sum # Writecode for this grid $outpath//$SATTgrid # grid with code 1=saturation at interval start, 0 no sat. $Write_annual_sum # Writecode for this grid $outpath//$INFEXgrid # grid with infiltration excess in mm (surface discharge) $Write_annual_sum # Writecode for this grid $outpath//$QDgrid # grid with direct discharge $Write_annual_sum # Writecode for this grid $outpath//$QIgrid # grid with Interflow $Write_annual_sum # Writecode for this grid $outpath//$QBgrid # grid with baseflow $Write_annual_sum # Writecode for this grid $outpath//$GWINgrid # grid with infiltration from rivers into the soil (groundwater) $Write_annual_sum # Writecode for this grid $outpath//$GWEXgrid # grid with exfiltration (baseflow) from groundwater (is only generated, if groundwater module is active, else baseflow is in QBgrid) $Write_annual_sum # Writecode for this grid $outpath//$act_pond_grid # grid with content of ponding storge $Writegrid # Writecode for this grid $outpath//$UPRISEgrid # grid with amount of capillary uprise (mm) $Write_annual_sum # Writecode for this grid $outpath//$PERCOLgrid # grid with amount of percolation (mm) $Write_annual_sum # writegrid for this grid $outpath//$MACROINFgrid # grid with amount of infiltration into macropores (mm) $Write_annual_sum # Writecode for this grid $outpath//$irrig_grid # grid with irrigation amount (will be written when irrigation is used, only) $Write_annual_sum # writegrid for this grid (however: will be written when irrigation is used, only) 139 166 # coordinates of control plot, all theta and qu-values are written to files (qu.dat, theta.dat in the directory, from which the model is started) $outpath//qbot.dat # name of a file containing the flows between the layers of the control point $outpath//thet.dat # name of a file containing the soil moisture as theta values of the layers of the control point #Code $outpath//hhyd.dat # name of a file containing the hydraulic head of the layers of the control point # kelskd $outpath//otherdata.dat # name of a file containing some other water balance data of the control point (non layer data) # kelski $outpath//etrd.dat # name of a file containing the withdrawal of soil water for each layer for the control point (due to transpiration) # dr $outpath//intd.dat # name of a file containing the interflow for the soil layers of the control point # k in qb = Q0 * exp(-k/z) with z = depth to groundwater #Gruppe # Q0 in the above formula 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 31 32 33 34 40 41 42 43 44 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 75 76 77 78 79 80 81 82 83 84 85 86 90 91 92 93 94 95 96 97 98 99 100 101 102 103 110 115 116 117 119 120 122 123 124 125 126 127 128 129 130 131 137 138 140 141 142 150 151 152 153 154 155 157 158 201 207 208 209 210 211 216 217 219 220 221 222 223 224 225 226 227 228 231 232 233 235 236 240 242 243 244 247 248 249 250 251 252 253 254 257 260 262 265 266 267 269 270 272 273 274 275 277 281 282 286 288 300 302 303 305 306 307 308 309 310 311 312 313 316 #Code $kd001 $kd002 $kd003 $kd004 $kd005 $kd006 $kd007 $kd008 $kd009 $kd010 $kd011 $kd012 $kd013 $kd014 $kd015 $kd016 $kd017 $kd018 $kd019 $kd020 $kd021 $kd022 $kd023 $kd031 $kd032 $kd033 $kd034 $kd311 $kd311 $kd311 $kd311 $kd311 $kd311 $kd311 $kd311 $kd311 $kd311 $kd311 $kd311 $kd311 $kd006 $kd311 $kd311 $kd311 $kd311 $kd311 $kd310 $kd310 $kd006 $kd006 $kd006 $kd006 $kd006 $kd006 $kd006 $kd006 $kd312 $kd312 $kd312 $kd007 $kd007 $kd309 $kd005 $kd313 $kd313 $kd313 $kd313 $kd005 $kd005 $kd005 $kd005 $kd005 $kd316 $kd316 $kd316 $kd316 $kd316 $kd009 $kd009 $kd005 $kd010 $kd010 $kd014 $kd014 $kd014 $kd014 $kd020 $kd034 $kd034 $kd300 $kd300 $kd300 $kd300 $kd300 $kd300 $kd131 $kd300 $kd131 $kd131 $kd300 $kd300 $kd300 $kd300 $kd002 $kd002 $kd003 $kd003 $kd003 $kd305 $kd157 $kd016 $kd006 $kd007 $kd007 $kd007 $kd007 $kd007 $kd309 $kd309 $kd005 $kd312 $kd022 $kd005 $kd005 $kd005 $kd005 $kd005 $kd313 $kd313 $kd231 $kd316 $kd316 $kd009 $kd009 $kd008 $kd008 $kd008 $kd008 $kd010 $kd010 $kd011 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd013 $kd308 $kd308 $kd012 $kd012 $kd015 $kd300 $kd302 $kd303 $kd305 $kd306 $kd307 $kd308 $kd309 $kd310 $kd311 $kd312 $kd313 $kd316 # kelskd $ki001 $ki002 $ki003 $ki004 $ki005 $ki006 $ki007 $ki008 $ki009 $ki010 $ki011 $ki012 $ki013 $ki014 $ki015 $ki016 $ki017 $ki018 $ki019 $ki020 $ki021 $ki022 $ki023 $ki031 $ki032 $ki033 $ki034 $ki311 $ki311 $ki311 $ki311 $ki311 $ki311 $ki311 $ki311 $ki311 $ki311 $ki311 $ki311 $ki311 $ki006 $ki311 $ki311 $ki311 $ki311 $ki311 $ki310 $ki310 $ki006 $ki006 $ki006 $ki006 $ki006 $ki006 $ki006 $ki006 $ki312 $ki312 $ki312 $ki007 $ki007 $ki309 $ki005 $ki313 $ki313 $ki313 $ki313 $ki005 $ki005 $ki005 $ki005 $ki005 $ki316 $ki316 $ki316 $ki316 $ki316 $ki009 $ki009 $ki005 $ki010 $ki010 $ki014 $ki014 $ki014 $ki014 $ki020 $ki034 $ki034 $ki300 $ki300 $ki300 $ki300 $ki300 $ki300 $ki131 $ki300 $ki131 $ki131 $ki300 $ki300 $ki300 $ki300 $ki002 $ki002 $ki003 $ki003 $ki003 $ki305 $ki157 $ki016 $ki006 $ki007 $ki007 $ki007 $ki007 $ki007 $ki309 $ki309 $ki005 $ki312 $ki022 $ki005 $ki005 $ki005 $ki005 $ki005 $ki313 $ki313 $ki231 $ki316 $ki316 $ki009 $ki009 $ki008 $ki008 $ki008 $ki008 $ki010 $ki010 $ki011 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki013 $ki308 $ki308 $ki012 $ki012 $ki015 $ki300 $ki302 $ki303 $ki305 $ki306 $ki307 $ki308 $ki309 $ki310 $ki311 $ki312 $ki313 $ki316 # kelski $dr001 $dr002 $dr003 $dr004 $dr005 $dr006 $dr007 $dr008 $dr009 $dr010 $dr011 $dr012 $dr013 $dr014 $dr015 $dr016 $dr017 $dr018 $dr019 $dr020 $dr021 $dr022 $dr023 $dr031 $dr032 $dr033 $dr034 $dr311 $dr311 $dr311 $dr311 $dr311 $dr311 $dr311 $dr311 $dr311 $dr311 $dr311 $dr311 $dr311 $dr006 $dr311 $dr311 $dr311 $dr311 $dr311 $dr310 $dr310 $dr006 $dr006 $dr006 $dr006 $dr006 $dr006 $dr006 $dr006 $dr312 $dr312 $dr312 $dr007 $dr007 $dr309 $dr005 $dr313 $dr313 $dr313 $dr313 $dr005 $dr005 $dr005 $dr005 $dr005 $dr316 $dr316 $dr316 $dr316 $dr316 $dr009 $dr009 $dr005 $dr010 $dr010 $dr014 $dr014 $dr014 $dr014 $dr020 $dr034 $dr034 $dr300 $dr300 $dr300 $dr300 $dr300 $dr300 $dr131 $dr300 $dr131 $dr131 $dr300 $dr300 $dr300 $dr300 $dr002 $dr002 $dr003 $dr003 $dr003 $dr305 $dr157 $dr016 $dr006 $dr007 $dr007 $dr007 $dr007 $dr007 $dr309 $dr309 $dr005 $dr312 $dr022 $dr005 $dr005 $dr005 $dr005 $dr005 $dr313 $dr313 $dr231 $dr316 $dr316 $dr009 $dr009 $dr008 $dr008 $dr008 $dr008 $dr010 $dr010 $dr011 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr013 $dr308 $dr308 $dr012 $dr012 $dr015 $dr300 $dr302 $dr303 $dr305 $dr306 $dr307 $dr308 $dr309 $dr310 $dr311 $dr312 $dr313 $dr316 # dr 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 # k in qb = Q0 * exp(-k/z) with z = depth to groundwater 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 # Q0 in the above formula $sdf001 $sdf002 $sdf003 $sdf004 $sdf005 $sdf006 $sdf007 $sdf008 $sdf009 $sdf010 $sdf011 $sdf012 $sdf013 $sdf014 $sdf015 $sdf016 $sdf017 $sdf018 $sdf019 $sdf020 $sdf021 $sdf022 $sdf023 $sdf031 $sdf032 $sdf033 $sdf034 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf006 $sdf311 $sdf311 $sdf311 $sdf311 $sdf311 $sdf310 $sdf310 $sdf006 $sdf006 $sdf006 $sdf006 $sdf006 $sdf006 $sdf006 $sdf006 $sdf312 $sdf312 $sdf312 $sdf007 $sdf007 $sdf309 $sdf005 $sdf313 $sdf313 $sdf313 $sdf313 $sdf005 $sdf005 $sdf005 $sdf005 $sdf005 $sdf316 $sdf316 $sdf316 $sdf316 $sdf316 $sdf009 $sdf009 $sdf005 $sdf010 $sdf010 $sdf014 $sdf014 $sdf014 $sdf014 $sdf020 $sdf034 $sdf034 $sdf300 $sdf300 $sdf300 $sdf300 $sdf300 $sdf300 $sdf131 $sdf300 $sdf131 $sdf131 $sdf300 $sdf300 $sdf300 $sdf300 $sdf002 $sdf002 $sdf003 $sdf003 $sdf003 $sdf305 $sdf157 $sdf016 $sdf006 $sdf007 $sdf007 $sdf007 $sdf007 $sdf007 $sdf309 $sdf309 $sdf005 $sdf312 $sdf022 $sdf005 $sdf005 $sdf005 $sdf005 $sdf005 $sdf313 $sdf313 $sdf231 $sdf316 $sdf316 $sdf009 $sdf009 $sdf008 $sdf008 $sdf008 $sdf008 $sdf010 $sdf010 $sdf011 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf013 $sdf308 $sdf308 $sdf012 $sdf012 $sdf015 $sdf300 $sdf302 $sdf303 $sdf305 $sdf306 $sdf307 $sdf308 $sdf309 $sdf310 $sdf311 $sdf312 $sdf313 $sdf316 # sdf $readgrids # meanings are extended now! read the follwing comments $outpath//storage_richards.ftz # if readgrids = 1, then this file contains the contents of the flow travel time zones for interflow and surface flow and for the tracers 300 # minimum dynamic time step in secounds. the smaller this number, the longer the model runs but the results will be more accurate due to a maintained Courant condition $outpath//step.dat $no_output # results statistic of the number of substeps $outpath//$SUBSTEPSgrid # grid with number of substeps --> a good idea is to use writecode 5x (e.g. 53) to get the average number of substeps per cell for the model run $Write_no_grid # for substeps, the areal distribution is of interest for the annual average value. This is code 6 as first digit in 2-digit codes. Or use 5 for the entire model run [unsatzon_tuning] max_error = 1e-8 max_iter = 500 [heat_transfer] $do_heat_transfer [ExternalCoupling] $do_ExternalCoupling [irrigation] $do_irrigation $time [groundwater_flow] $do_groundwater_flow $time 1 # solving method: 1=Gauss-Seidel-iteration (using alpha for control wether it is explicite, partly or fully implicite), 2=PCG (not yet implemented 100 # if iterative solving method (1): max.numberof iterations 0.001 # if iterative solving method (1): max. changes between two iterations 1.0 # Alpha for estimation of central differences 0.5 = Crank-Nicholson Method, 0 = fully explicite, 1 = fully implicite 1.0 # factor for relaxing the iteration if using iterativemethod (successive over[/under] relaxation) $readgrids # 1=read grids for heads from disk, 0=do not read but initialize with gw-level from unsaturated zone 1 # number of layers 139 166 # coordinates of a control point for all fluxes and for each layer : q0..q4, leakage up and down $outpath//glog.dat # name of a file containing the flows between of the control point 1 # use Pond Grid -> this enables the model to use the hydraulic head of a pond in addition to the groundwater itself 0=use traditional method without pond (default), 1=use ponds $outpath//$head1grid # (new) grid for hydraulic heads for layer 1 $Writegrid # writecode for hydraulic heads for layer 1 $outpath//$flowx1grid # (new) grid for fluxes in x direction for layer 1 $Writegrid # writecode for flux-x-grid in layer 1 $outpath//$flowy1grid # (new) grid for fluxes in y direction for layer 1 $Writegrid # writecode for flux-y-grid in layer 1 $outpath//$GWbalance1grid # (new) grid for balance (difference of storage change vs. balance of fluxes -> should be 0 or the amount of in-/outflows by boundary conditions $Writegrid # writecode for balance control grid in layer 1 (should be at least one sum grid per year --> Code = 20 or 23 (if old grids must be read in) [groundwater_tuning] frozenDepthScaling = 0.0 # if frozen soils impact on groundwater flows should be reduced, this parameter can be set in the range of 0...1 (1 is fully effectiv as without section groundwater_tuning at all) [soil_model] $do_soil_model $time # the following declarations will be used in routing descriotions for easier switching on and of of reservoirs. # because: if one simply removes a reservoir with its depending abstractions and inflows, the numbering of abstractions and inflows is no longer # without gap. So this list of abstractions can be used to close this gap (by renumbering all values in a manner that # all n remaining abstractions and inflows are numbered without gap from 1 to n #the symbols are used consistently for inflows and outflows. $set $1 = 1 $set $2 = 2 $set $3 = 3 $set $4 = 4 $set $5 = 108 # 5 # --> AL $set $6 = 109 # 6 # --> AL $set $7 = 5 # 7 $set $8 = 6 # 8 $set $9 = 7 # 9 $set $10 = 8 # 10 $set $11 = 106 # 11 # --> AL SP 2 ok $set $12 = 107 # 12 # --> AL SP 2 ok $set $13 = 9 # 13 $set $14 = 10 # 14 $set $15 = 104 # 15 # --> AL SP 3 ok $set $16 = 105 # 16 # --> AL SP 3 ok $set $17 = 11 # 17 $set $18 = 12 # 18 $set $19 = 13 # 19 $set $20 = 14 # 20 $set $21 = 15 # 21 $set $22 = 16 # 22 $set $23 = 17 # 23 $set $24 = 18 # 24 $set $25 = 19 # 25 $set $26 = 102 # 26 # --> AL SP 4 ok $set $27 = 103 # 27 # --> AL SP 4 ok $set $28 = 20 # 28 $set $29 = 110 # 29 # --> AL SP 23 notok <<<-------------- $set $30 = 111 # 30 # --> AL SP 23 notok <<<-------------- $set $31 = 21 # 31 $set $32 = 22 # 32 $set $33 = 23 # 33 $set $34 = 100 # 34 # --> AL SP 5 ok $set $35 = 101 # 35 # --> AL SP 5 ok $set $36 = 24 # 36 $set $37 = 25 # 37 $set $38 = 26 # 38 $set $39 = 27 # 39 $set $40 = 98 # 40 # --> AL SP 6 ok $set $41 = 99 # 41 # --> AL SP 6 ok $set $42 = 96 # 42 # --> AL SP 7 ok $set $43 = 97 # 43 # --> AL SP 7 ok $set $44 = 28 # 44 $set $45 = 29 # 45 $set $46 = 30 # 46 $set $47 = 31 # 47 $set $48 = 32 # 48 $set $49 = 94 # 49 # --> AL SP 8 ok $set $50 = 95 # 50 # --> AL SP 8 ok $set $51 = 33 # 51 $set $52 = 34 # 52 $set $53 = 35 # 53 $set $54 = 92 # 54 # --> AL SP 9 ok $set $55 = 93 # 55 # --> AL SP 9 ok $set $56 = 36 # 56 $set $57 = 37 # 57 $set $58 = 38 # 58 $set $59 = 39 # 59 $set $60 = 90 # 60 # --> AL SP 10 ok $set $61 = 91 # 61 # --> AL SP 10 ok $set $62 = 40 # 62 $set $63 = 41 # 63 $set $64 = 88 # 64 # --> AL SP 11 ok $set $65 = 89 # 65 # --> AL SP 11 ok $set $66 = 86 # 66 # --> AL SP 11 ok $set $67 = 87 # 67 # --> AL SP 11 ok $set $68 = 42 # 68 $set $69 = 84 # 69 # --> AL SP 12 ok $set $70 = 85 # 70 # --> AL SP 12 ok $set $71 = 43 # 71 $set $72 = 44 # 72 $set $73 = 45 # 73 $set $74 = 46 # 74 $set $75 = 47 # 75 $set $76 = 82 # 76 # --> AL SP 13 ok $set $77 = 83 # 77 # --> AL SP 13 ok $set $78 = 80 # 78 # --> AL SP 14 ok $set $79 = 81 # 79 # --> AL SP 14 ok $set $80 = 48 # 80 $set $81 = 78 # 81 # --> AL SP 15 ok $set $82 = 79 # 82 # --> AL SP 15 ok $set $83 = 49 # 83 $set $84 = 76 # 84 # --> AL SP 17 ok $set $85 = 77 # 85 # --> AL SP 17 ok $set $86 = 50 # 86 $set $87 = 51 # 87 $set $88 = 52 # 88 $set $89 = 53 # 89 $set $90 = 74 # 90 # --> AL SP 16 ok $set $91 = 75 # 91 # --> AL SP 16 ok $set $92 = 54 # 92 $set $93 = 55 # 93 $set $94 = 56 # 94 $set $95 = 57 # 95 $set $96 = 58 # 96 $set $97 = 59 # 97 $set $98 = 60 # 98 $set $99 = 61 # 99 $set $100 = 72 # 100 # --> AL SP 18 ok $set $101 = 73 # 101 # --> AL SP 18 ok $set $102 = 62 # 102 $set $103 = 63 # 103 $set $104 = 70 # 104 # --> AL SP 19 ok $set $105 = 71 # 105 # --> AL SP 19 ok $set $106 = 68 # 106 # --> AL SP 20 ok $set $107 = 69 # 107 # --> AL SP 20 ok $set $108 = 64 # 108 $set $109 = 65 # 109 $set $110 = 66 # 110 # --> AL SP21 $set $111 = 67 # 111 # --> AL SP21 $set $112 = 112 # 112 Mapragg in Tamaina vom 15.4. bis 30.09. 1.7m^3/s bis max.2 m3/s im Zielgewaesser $set $113 = 113 # 113 Gaenglisee (Malbun/Valuena) --> AL SP24 $set $114 = 114 # 114 Gaenglisee (Malbun/Valuena) --> AL SP24 $set $115 = 115 # ABleitung aus Werdenberger Binnenkanal in den Rhein $set $116 = 116 # Ableitungen aus Speicher 25 in TG 308 (Arosa bzw. Litzirüti) $set $117 = 117 # Ableitungen aus Speicher 25 in TG 308 (Arosa bzw. Litzirüti) $set $118 = 118 $set $119 = 119 $set $dtmin1 = 10 # Sekundenzeitschritt, in dem Stauseen aktualisiert werden (insbesindere kleine ABs m ssen hier kleiner 60 haben um numerisch stabil zu bleiben $set $dtmin2 = 10 # Sekundenzeitschritt, in dem Stauseen aktualisiert werden (insbesindere kleine ABs m ssen hier kleiner 60 haben um numerisch stabil zu bleiben $set $Mh = 40.0 $set $Mv = 15.0 [routing_model] $do_routing_model # 0=ignore this module, 1 = run the module, 2=run the module with observed inflows into the routing channels (from discharge files) $time 1 4800 150 48 # minimum/maximum specific discharge (l/s/km^2), number of log. fractions of the range, splitting of the timeintervall (24= 1 hour-intervalls are splitted into 24 Intervalls each of 2.5 min. duration) $outpath//qgko.dat $routing_code $inpath//$subdir_timeseries//spende.dat 38 # number of following column descripotr (which column in the spec. disch. file corresponds to which subbasin 1 1 # Rhein - Lustenau # first number: subbasin, second: column index 2 2 # Rhein - Diepoldsau 3 3 # Rhein - Bangs 4 4 # Rhein - Domat/Ems 5 5 # Hinterrhein - Fuerstenau 6 6 # Vorderrhein - Ilanz 7 7 # Glenner - Castrisch 8 8 # Albula - Tiefencastel 9 9 # Julia - Tiefencastel 10 10 # Landwasser - Frauenkirch 11 11 # Dischmabach - Kriegsmatte 12 12 # Plessur - Chur 13 13 # Landquart - Felsenbach 14 14 # Tamina - Bad Ragaz 15 15 # Werdenberger BK - Salez 16 16 # Ill - Gisingen 17 17 # Frutz - Sulz 18 18 # Lutz - Garsella 19 19 # Litz - Schruns 20 20 # RBK - St. Margrethen 21 21 # LBK - Ruggall 22 22 # Hinterrhein - Hinterrhein 23 23 # Rein da Sumvitg - Sumvitg 31 24 # Dornbirnerach - Lauterach 33 25 # Alfenz - Kloesterle 34 26 # Alvier - Buers 231 27 # GRJUBI/Julia_/Bivio 300 28 # IllBe/Ill/Beschling 305 29 # GRRHMA/Rhein_/Maienfeld 306 30 # GRLAPA/Landquart_/Klosters_Par 307 31 # GRRHHA/Rhein_/Chur_Haldens 308 32 # GRPLLA/Plessur_/Arosa_Langwi 309 33 # GRHRBO/Vorderrhein_/Bonaduz_Fa 310 34 # GRVRDS/Vorderrhein_/Disentis 311 35 # GRVRDC/Vorderrhein_/Disentis_C 312 36 # GRGLVA/Glenner_/Vals 313 37 # GR4482/Averserrhein/Avers_Camp 316 38 # GRJURO/Julia_/Rona 0 # timeoffset # internal abstractions with target TG 40 (SP 1 Curnera) TG 41 (AE=4.5, AErel=1.0) from AL $1 (modus = intern 0.015 0.95 1.2 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 1 (41)! TG 42 (AE=5.5, AErel=1.0) from AL $2 (modus = intern 0.015 0.95 1.2 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 2 (42)! TG 43 (AE=5.75, AErel=1.0) from AL $3 (modus = intern 0.007 0.95 1.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 3 (43)! TG 44 (AE=1.25, AErel=1.0) from AL $4 (modus = intern 0.015 0.95 1.2 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 4 (44)! # internal abstractions with target TG 50 (SP 2 Nalps) TG 51 (AE=3.5, AErel=1.0) from AL $7 (modus = intern 0.010 0.95 1.1 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 7 (51)! TG 52 (AE=2.25, AErel=1.0) from AL $8 (modus = intern 0.006 0.95 2.7 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 8 (52)! TG 53 (AE=2.25, AErel=1.0) from AL $9 (modus = intern 0.006 0.95 0.8 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 9 (53)! TG 54 (AE=4.5, AErel=1.0) from AL $10 (modus = intern 0.010 0.95 1.4 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 10 (54)! # internal abstractions with target TG 55 (SP 3 St.Maria) TG 56 (AE=9.75, AErel=1.0) from AL $13 (modus = intern 0.030 0.95 4.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 13 (56)! TG 57 (AE=5.25, AErel=1.0) from AL $14 (modus = intern 0.020 0.95 2.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 14 (57)! # internal abstractions with target TG 58 (SP 4 Sumwixertal) TG 59 (AE=16.0, AErel=1.0) from AL $17 (modus = intern 0.050 0.95 3.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 17 (59)! TG 63 (AE=2.75, AErel=1.0) from AL $21 (modus = intern 0.008 0.95 0.4 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 21 (63)! TG 65 (AE=23.5, AErel=1.0) from AL $23 (modus = intern 0.080 0.95 4.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 23 (65)! TG 66 (AE=11.25, AErel=1.0) from AL $24 (modus = intern 0.040 0.95 2.6 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 24 (66)! TG 67 (AE=3.5, AErel=1.0) from AL $25 (modus = intern 0.012 0.95 0.8 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 25 (67)! # internal abstractions with target TG 69 (SP 23 Tavanasa) TG 71 (AE=5.25, AErel=1.0) from AL $31 (modus = intern 0.012 0.95 1.2 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 31 (71)! TG 72 (AE=1.0, AErel=1.0) from AL $32 (modus = intern 0.005 0.95 0.3 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 32 (72)! TG 73 (AE=22.25, AErel=1.0) from AL $33 (modus = intern 0.075 0.95 4.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 33 (73)! # internal abstractions with target TG 55 (SP 6 Zervreila) TG 76 (AE=6.0, AErel=1.0) from AL $36 (modus = intern 0.010 0.95 3.25 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 36 (76)! TG 77 (AE=2.25, AErel=1.0) from AL $37 (modus = intern 0.010 0.95 2.8 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 37 (77)! TG 78 (AE=17.5, AErel=1.0) from AL $38 (modus = intern 0.010 0.95 8.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 38 (78)! TG 79 (AE=4.5, AErel=1.0) from AL $39 (modus = intern 0.008 0.95 2.2 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 39 (79)! # internal abstractions with target TG 80 (SP 8 Lago di Lei) TG 82 (AE=5.5, AErel=1.0) from AL $44 (modus = intern 0.011 0.95 3.9 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 44 (82)! TG 83 (AE=1.75, AErel=1.0) from AL $45 (modus = intern 0.005 0.95 3.3 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 45 (83)! TG 86 (AE=14.5, AErel=1.0) from AL $48 (modus = intern 0.045 0.95 10.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 48 (86)! # internal abstractions with target TG 90 (SP 9 Sufers) TG 91 (AE=15.25, AErel=1.0) from AL $51 (modus = intern 0.055 0.95 3.3 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 51 (91)! TG 92 (AE=12, AErel=1.0) from AL $52 (modus = intern 0.037 0.95 0.9 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 52 (92)! TG 93 (AE=21.75, AErel=1.0) from AL $53 (modus = intern 0.070 0.95 4.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 53 (93)! # internal abstractions with target TG 94 (SP 10 Marmorera) TG 95 (AE=7, AErel=1.0) from AL $56 (modus = intern 0.027 0.95 1.3 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 56 (95)! TG 96 (AE=5.75, AErel=1.0) from AL $57 (modus = intern 0.014 0.95 1.1 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 57 (96)! TG 97 (AE=5.75, AErel=1.0) from AL $58 (modus = intern 0.012 0.95 0.8 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 58 (97)! # internal abstractions with target TG 94 (SP 10 Marmorera) TG 111 (AE=9.0, AErel=1.0) from AL $71 (modus = intern 0.030 0.95 2.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 71 (111)! TG 112 (AE=13.75, AErel=1.0) from AL $72 (modus = intern 0.050 0.95 4.2 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 72 (112)! TG 113 (AE=6.75, AErel=1.0) from AL $73 (modus = intern 0.020 0.95 6.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 73 (113)! TG 114 (AE=12.5, AErel=1.0) from AL $74 (modus = intern 0.043 0.95 3.3 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 74 (114)! TG 115 (AE=7, AErel=1.0) from AL $75 (modus = intern 0.018 0.95 1.6 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 75 (115)! # inflows into subbasins without other routings TG 40 (AE=26, AErel=1.0) # TG 40 (SP 1 Curnera) from ZL $1 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=4.5 )# TG 41 and ZL $2 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=4.5 )# TG 42 and ZL $3 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=2.5 )# TG 43 and ZL $4 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=4.5 )# TG 44 and SP 1 ( file = $outpath//spv__01_40.dat , V0 = 30E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Curnera C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $5 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $6 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 50 (AE=22.75, AErel=1.0) # TG 50 (SP 2 Napls) from ZL $7 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=3.25 )# TG 51 and ZL $8 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=1.5 ) # TG 52 and ZL $9 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=2.25 )# TG 53 and ZL $10 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=3.75 )# TG 54 and SP 2 ( file = $outpath//spv__02_50.dat , V0 = 33.75E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Nalps C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $11 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $12 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 55 (AE=28.00, AErel=1.0) # TG 55 (SP 3 St.Maria) from ZL $13 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=8.75 ) # TG 56 and ZL $14 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=5.75 ) # TG 57 and SP 3 ( file = $outpath//spv__03_55.dat , V0 = 50E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # StMaria C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $15 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $16 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 110 (AE=45.000 , AErel=1.0) # external inflows from TGs 111 to 115 from outside the basin from ZL $71 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=2.5, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=5000, AE=9.000 ) # TG 111 and ZL $72 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=2.5, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=5000, AE=15.50 ) # TG 112 and ZL $73 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=2.5, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=5000, AE=6.000 ) # TG 113 and ZL $74 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=2.5, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=5000, AE=12.75 ) # TG 114 and ZL $75 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=2.5, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=5000, AE=5.250 ) # TG 115 and SP 13 ( file = $outpath//spv__13_110.dat , V0 = 25E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Gigerwald C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $76 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $77 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends # routings TG 116 (AE=122, AErel=1.0) from OL 110 (kh=0.1, kv=0.4, Bh= 3.6, Bv= 14.3, Th= 0.74, Mh=//$Mh//, Mv=28.0, I=0.0427, L=9949.7, AE=44.000) and ZL $76 (modus = intern , kh=0.4, kv=0.4, Bh=3.0, Bv=2.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.1, L=750, AE=44.00 )# weekdays power generation water from Gigerwald and ZL $77 (modus = intern , kh=0.4, kv=0.4, Bh=3.0, Bv=2.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.1, L=750, AE=44.00 )# weekend power generation water from Gigerwald and SP 14 ( file = $outpath//spv__14_116.dat , V0 = 2.025E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Mapragg C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $78 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays into the Rhine and AL $79 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends into the Rhine and AL $112 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation into Tamina TG 117 (AE=155.75, AErel=1.0) from OL 116 (kh=0.1, kv=0.4, Bh= 5.8, Bv= 23.1, Th= 1.07, Mh=//$Mh//, Mv=//$Mv//, I=0.0343, L=5828.4, AE=121.7500000) TG 14 (AE=157.75, AErel=1.0) from OL 117 (kh=0.1, kv=0.4, Bh=17.5, Bv= 70.1, Th= 1.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=500.0, AE=156.5000000) and ZL $112 (modus = intern , kh=0.1, kv=0.4, Bh= 5.0, Bv= 20.2, Th= 1.08, Mh=//$Mh//, Mv=//$Mv//, I=0.0462, L=500, AE=121.750) # TG 116 Speicher Mapragg HW Überlauf #TG 117 (AE=157.000, AErel=1.0) # from OL 116 (kh=0.1, kv=0.4, Bh= 5.0, Bv= 20.2, Th= 1.08, Mh=//$Mh//, Mv=28.0, I=0.0462, L=6328.4, AE=121.750) #TG 14 (AE=157.250, AErel=1.0) # from OL 117 (kh=0.1, kv=0.4, Bh= 5.0, Bv= 20.2, Th= 1.08, Mh=//$Mh//, Mv=28.0, I=0.0462, L=500, AE=157.750) # and ZL $112 (modus = intern , kh=0.1, kv=0.4, Bh= 5.0, Bv= 20.2, Th= 1.08, Mh=//$Mh//, Mv=28.0, I=0.0462, L=500, AE=121.750) # TG 116 Speicher Mapragg HW Überlauf TG 60 (AE=81.5, AErel=1.0) from OL 41 (kh=0.1, kv=0.4, Bh= 1.2, Bv= 4.6, Th= 0.32, Mh=//$Mh//, Mv=//$Mv//, I=0.0770, L=7449.7, AE=4.500) and OL 42 (kh=0.1, kv=0.4, Bh= 1.4, Bv= 5.5, Th= 0.32, Mh=//$Mh//, Mv=//$Mv//, I=0.0531, L=7449.7, AE=4.500) and OL 43 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.4, Th= 0.25, Mh=//$Mh//, Mv=//$Mv//, I=0.0531, L=7449.7, AE=2.500) and OL 44 (kh=0.1, kv=0.4, Bh= 1.3, Bv= 5.4, Th= 0.31, Mh=//$Mh//, Mv=//$Mv//, I=0.0531, L=7449.7, AE=4.250) and OL 40 (kh=0.1, kv=0.4, Bh= 2.3, Bv= 9.2, Th= 0.61, Mh=//$Mh//, Mv=//$Mv//, I=0.0705, L=7449.7, AE=25.250) and AL $18 (modus = intern 0.250 0.95 8.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 18 (60)! TG 61 (AE=30.75, AErel=1.0) from OL 50 (kh=0.1, kv=0.4, Bh= 2.0, Bv= 8.1, Th= 0.58, Mh=//$Mh//, Mv=//$Mv//, I=0.0834, L=4121.3, AE=21.750) and AL $19 (modus = intern 0.100 0.95 2.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 19 (61)! TG 62 (AE=9, AErel=1.0) from OL 54 (kh=0.1, kv=0.4, Bh= 0.8, Bv= 3.1, Th= 0.31, Mh=//$Mh//, Mv=//$Mv//, I=0.1601, L=2500.0, AE=3.750) and AL $20 (modus = intern 0.028 0.95 0.7 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 20 (62)! TG 64 (AE=94.75, AErel=1.0) from OL 53 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.6, Th= 0.24, Mh=//$Mh//, Mv=//$Mv//, I=0.0449, L=6328.4, AE=2.250) and OL 52 (kh=0.1, kv=0.4, Bh= 1.0, Bv= 3.8, Th= 0.21, Mh=//$Mh//, Mv=//$Mv//, I=0.0471, L=7535.5, AE=1.500) and OL 51 (kh=0.1, kv=0.4, Bh= 1.3, Bv= 5.2, Th= 0.28, Mh=//$Mh//, Mv=//$Mv//, I=0.0463, L=9242.6, AE=3.250) and OL 56 (kh=0.1, kv=0.4, Bh= 1.7, Bv= 7.0, Th= 0.41, Mh=//$Mh//, Mv=//$Mv//, I=0.0541, L=9742.6, AE=8.750) and OL 55 (kh=0.1, kv=0.4, Bh= 2.9, Bv= 11.6, Th= 0.61, Mh=//$Mh//, Mv=//$Mv//, I=0.0449, L=9742.6, AE=27.000) and OL 57 (kh=0.1, kv=0.4, Bh= 1.6, Bv= 6.2, Th= 0.35, Mh=//$Mh//, Mv=//$Mv//, I=0.0494, L=9535.5, AE=5.750) and AL $22 (modus = intern 0.300 0.95 8.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 22 (64)! TG 58 (AE=56.75, AErel=1.0) # TG 58 (SP 4 Sumvixertal) from OL 23 (kh=0.1, kv=0.4, Bh= 2.9, Bv= 11.6, Th= 0.56, Mh=//$Mh//, Mv=28.0, I=0.0374, L=4328.4, AE=21.750) and ZL $17 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=20000, AE=15.25 ) # TG 59 and ZL $18 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=20000, AE=79.00 ) # TG 60 and ZL $19 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=4.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=500, AE=31.75 ) # TG 61 and ZL $20 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=15000, AE=8.25 ) # TG 62 and ZL $21 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=13000, AE=2.75 ) # TG 63 and ZL $22 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=12000, AE=94.5 ) # TG 64 and ZL $23 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=23.0 ) # TG 65 and ZL $24 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=5.5 ) # TG 66 and ZL $25 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=3000, AE=4.0 ) # TG 67 and SP 4 ( file = $outpath//spv__04_58.dat , V0 = 0.33E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Somvix C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $26 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays (to Tavanasa) and AL $27 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends (to Tavanasa) # new subbasin 311 that collects a number of tributaries that were formerly directly routed to TG 68 TG 311 (AE=162.5, AErel=1.0) from OL 59 (kh=0.1, kv=0.4, Bh= 3.0, Bv= 12.0, Th= 0.49, Mh=//$Mh//, Mv=//$Mv//, I=0.0263, L=8242.6, AE=15.2500000) and OL 60 (kh=0.1, kv=0.4, Bh= 5.6, Bv= 22.3, Th= 0.90, Mh=//$Mh//, Mv=//$Mv//, I=0.0263, L=8242.6, AE=79.0000000) and OL 63 (kh=0.1, kv=0.4, Bh= 1.4, Bv= 5.6, Th= 0.26, Mh=//$Mh//, Mv=//$Mv//, I=0.0345, L=2621.3, AE=2.7500000) and OL 61 (kh=0.1, kv=0.4, Bh= 4.0, Bv= 16.2, Th= 0.64, Mh=//$Mh//, Mv=//$Mv//, I=0.0250, L=6742.6, AE=31.7500000) and OL 62 (kh=0.1, kv=0.4, Bh= 2.2, Bv= 8.7, Th= 0.39, Mh=//$Mh//, Mv=//$Mv//, I=0.0322, L=5242.6, AE=8.2500000) # another new subbasin that collects some othe rtribs that were formerly routed directly to TG 68 TG 310 (AE=303.5, AErel=1.0) from OL 311 (kh=0.1, kv=0.4, Bh= 6.7, Bv= 26.9, Th= 1.19, Mh=//$Mh//, Mv=//$Mv//, I=0.0311, L=1207.1, AE=161.0000000) and OL 65 (kh=0.1, kv=0.4, Bh= 2.2, Bv= 8.9, Th= 0.59, Mh=//$Mh//, Mv=//$Mv//, I=0.0703, L=4328.4, AE=23.0000000) and OL 64 (kh=0.1, kv=0.4, Bh= 3.8, Bv= 15.1, Th= 1.00, Mh=//$Mh//, Mv=//$Mv//, I=0.0703, L=4328.4, AE=94.5000000) TG 68 (AE=558.75, AErel=1.0) from OL 201 (kh=0.1, kv=0.4, Bh= 3.8, Bv= 15.0, Th= 0.76, Mh=//$Mh//, Mv=//$Mv//, I=0.0410, L=16571.0, AE=48.2500000) and OL 310 (kh=0.1, kv=0.4, Bh=12.9, Bv= 51.8, Th= 1.46, Mh=//$Mh//, Mv=//$Mv//, I=0.0127, L=16192.3, AE=298.2500000) and OL 67 (kh=0.1, kv=0.4, Bh= 1.7, Bv= 6.7, Th= 0.30, Mh=//$Mh//, Mv=//$Mv//, I=0.0315, L=13071.0, AE=4.0000000) and OL 66 (kh=0.1, kv=0.4, Bh= 1.6, Bv= 6.4, Th= 0.34, Mh=//$Mh//, Mv=//$Mv//, I=0.0453, L=13863.9, AE=5.5000000) and OL 58 (kh=0.1, kv=0.4, Bh= 4.5, Bv= 18.2, Th= 0.80, Mh=//$Mh//, Mv=//$Mv//, I=0.0315, L=13071.0, AE=57.2500000) and AL $28 (modus = intern 3.0 0.95 12.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 28 (68)! -> this is the amount of water flowing into Tavanasa reservoir for power generation in Illanz and ZL $5 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=25.25 )# weekdays power generation water from Curnera and ZL $6 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=25.25 )# weekend power generation water from Curnera and ZL $11 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=21.75 )# weekdays power generation water from Nalps and ZL $12 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=21.75 )# weekend power generation water from Nalps and ZL $15 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=27.00 )# weekdays power generation water from StMaria and ZL $16 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=27.00 )# weekend power generation water from StMaria #TG 68 (AE=556.2500000, AErel=1.0) # from OL 201 (kh=0.1, kv=0.4, Bh= 3.8, Bv= 15.0, Th= 0.76, Mh=//$Mh//, Mv=//$Mv//, I=0.0410, L=16571.0, AE=48.2500000) # and OL 59 (kh=0.1, kv=0.4, Bh= 3.4, Bv= 13.8, Th= 0.48, Mh=//$Mh//, Mv=//$Mv//, I=0.0197, L=25642.0, AE=15.2500000) # and OL 60 (kh=0.1, kv=0.4, Bh= 6.4, Bv= 25.5, Th= 0.90, Mh=//$Mh//, Mv=//$Mv//, I=0.0197, L=25642.0, AE=79.0000000) # and OL 67 (kh=0.1, kv=0.4, Bh= 1.7, Bv= 6.7, Th= 0.30, Mh=//$Mh//, Mv=//$Mv//, I=0.0315, L=13071.0, AE=4.0000000) # and OL 66 (kh=0.1, kv=0.4, Bh= 1.6, Bv= 6.4, Th= 0.34, Mh=//$Mh//, Mv=//$Mv//, I=0.0453, L=13863.9, AE=5.5000000) # and OL 65 (kh=0.1, kv=0.4, Bh= 3.6, Bv= 14.3, Th= 0.57, Mh=//$Mh//, Mv=//$Mv//, I=0.0252, L=20520.7, AE=23.0000000) # and OL 58 (kh=0.1, kv=0.4, Bh= 4.5, Bv= 18.2, Th= 0.80, Mh=//$Mh//, Mv=//$Mv//, I=0.0315, L=13071.0, AE=57.2500000) # and OL 63 (kh=0.1, kv=0.4, Bh= 1.8, Bv= 7.4, Th= 0.25, Mh=//$Mh//, Mv=//$Mv//, I=0.0189, L=20020.7, AE=2.7500000) # and OL 61 (kh=0.1, kv=0.4, Bh= 4.6, Bv= 18.5, Th= 0.64, Mh=//$Mh//, Mv=//$Mv//, I=0.0189, L=24142.0, AE=31.7500000) # and OL 62 (kh=0.1, kv=0.4, Bh= 2.7, Bv= 10.8, Th= 0.38, Mh=//$Mh//, Mv=//$Mv//, I=0.0202, L=22642.0, AE=8.2500000) # and OL 64 (kh=0.1, kv=0.4, Bh= 6.1, Bv= 24.3, Th= 0.96, Mh=//$Mh//, Mv=//$Mv//, I=0.0252, L=20520.7, AE=94.5000000) # and AL $28 (modus = intern 7.0 0.95 12.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 28 (68)! -> this is the amount of water flowing into Tavanasa reservoir for power generation in Illanz TG 69 (AE=0.25, AErel=1.0) from ZL $28 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=556 )# weekdays power generation water from Sumvix and ZL $26 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=556 )# weekdays power generation water from Sumvix and ZL $27 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=556 )# weekend power generation water from Sumvix and SP 23 ( file = $outpath//spv__23_68.dat , V0 = 1.0E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # AB Tavanasa C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $29 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $30 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 70 (AE=20.000, AErel=1.0) from ZL $31 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=10000, AE=4.25 ) # TG 71 and ZL $32 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=10000, AE=1.75 ) # TG 72 and ZL $33 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=10000, AE=22.25 ) # TG 73 and SP 5 ( file = $outpath//spv__05_70.dat , V0 = 5.3E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Panix C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $34 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $35 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 6 (AE=773.25, AErel=1.0) from OL 73 (kh=0.1, kv=0.4, Bh= 1.7, Bv= 6.7, Th= 0.60, Mh=//$Mh//, Mv=//$Mv//, I=0.1278, L=5914.2, AE=22.250) and OL 70 (kh=0.1, kv=0.4, Bh= 2.3, Bv= 9.1, Th= 0.57, Mh=//$Mh//, Mv=//$Mv//, I=0.0621, L=12035.5, AE=21.000) and OL 71 (kh=0.1, kv=0.4, Bh= 1.2, Bv= 5.0, Th= 0.31, Mh=//$Mh//, Mv=//$Mv//, I=0.0621, L=12035.5, AE=4.250) and OL 72 (kh=0.1, kv=0.4, Bh= 0.9, Bv= 3.8, Th= 0.22, Mh=//$Mh//, Mv=//$Mv//, I=0.0554, L=11535.5, AE=1.750) and OL 68 (kh=0.1, kv=0.4, Bh=18.5, Bv= 74.0, Th= 1.85, Mh=//$Mh//, Mv=//$Mv//, I=0.0095, L=13949.7, AE=556.0) and OL 69 (kh=0.1, kv=0.4, Bh=18.5, Bv= 74.0, Th= 1.85, Mh=//$Mh//, Mv=//$Mv//, I=0.0095, L=13949.7, AE=0.25) # and SUMTRIB 68&69 (kh=0.1, kv=0.4, Bh=18.5, Bv= 74.0, Th= 1.85, Mh=//$Mh//, Mv=28.0, I=0.0095, L=13949.7, AE=556.0) --> this is erronoeous -> todo: check and debug!! and ZL $29 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=13000, AE=556.25 )# weekdays power generation water from Tavanasa and ZL $30 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=13000, AE=556.25 )# weekend power generation water from Tavanasa and ZL $34 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=11500, AE=47.25 )# weekdays power generation water from Panix and ZL $35 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=11500, AE=47.25 )# weekend power generation water from Panix TG 80 (AE=105, AErel=1.0) from ZL $40 (modus = intern , kh=0.4, kv=0.4, Bh=3.0, Bv=2.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=500, AE=56.0 )# weekdays power generation water from Zervreila and ZL $41 (modus = intern , kh=0.4, kv=0.4, Bh=3.0, Bv=2.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=500, AE=56.0 )# weekend power generation water from Zervreila and SP 7 ( file = $outpath//spv__07_80.dat , V0 = 0.75E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # AB Egschi C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $42 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $43 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 210 (AE=54.75, AErel=1.0) from OL 211 (kh=0.1, kv=0.4, Bh= 3.1, Bv= 12.3, Th= 0.61, Mh=//$Mh//, Mv=//$Mv//, I=0.0396, L=4414.2, AE=26.7500000) TG 209 (AE=82.25, AErel=1.0) from OL 210 (kh=0.1, kv=0.4, Bh= 3.7, Bv= 15.0, Th= 0.80, Mh=//$Mh//, Mv=//$Mv//, I=0.0456, L=3121.3, AE=54.2500000) TG 207 (AE=105.75, AErel=1.0) from OL 209 (kh=0.1, kv=0.4, Bh= 4.5, Bv= 17.8, Th= 0.94, Mh=//$Mh//, Mv=//$Mv//, I=0.0442, L=5035.5, AE=83.2500000) TG 75 (AE=55, AErel=1.0) from OL 220 (kh=0.1, kv=0.4, Bh= 3.8, Bv= 15.2, Th= 0.61, Mh=//$Mh//, Mv=//$Mv//, I=0.0258, L=1707.1, AE=27.7500000) and ZL $36 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=4.000 ) # TG 76 and ZL $37 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=3000, AE=3.000 ) # TG 77 and ZL $38 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=18.25 ) # TG 78 and ZL $39 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=9000, AE=2.500 ) # TG 79 and SP 6 ( file = $outpath//spv__06_75.dat , V0 = 75E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Zervreila C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $40 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $41 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends # new subbasin 312 downstream Zervreila at Vals TG 312 (AE=92.5000000, AErel=1.0) from OL 77 (kh=0.1, kv=0.4, Bh= 0.9, Bv= 3.6, Th= 0.28, Mh=//$Mh//, Mv=//$Mv//, I=0.0949, L=3535.5, AE=3.0000000) and OL 75 (kh=0.1, kv=0.4, Bh= 3.1, Bv= 12.6, Th= 0.83, Mh=//$Mh//, Mv=//$Mv//, I=0.0692, L=7571.0, AE=56.5000000) and OL 76 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.3, Th= 0.31, Mh=//$Mh//, Mv=//$Mv//, I=0.0829, L=4949.7, AE=4.0000000) TG 208 (AE=186.25, AErel=1.0) from OL 312 (kh=0.1, kv=0.4, Bh= 4.8, Bv= 19.3, Th= 0.97, Mh=//$Mh//, Mv=//$Mv//, I=0.0406, L=10414.2, AE=92.5000000) and OL 79 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.2, Th= 0.25, Mh=//$Mh//, Mv=//$Mv//, I=0.0580, L=14742.6, AE=2.5000000) and OL 78 (kh=0.1, kv=0.4, Bh= 2.2, Bv= 8.9, Th= 0.54, Mh=//$Mh//, Mv=//$Mv//, I=0.0580, L=14742.6, AE=18.2500000) #TG 208 (AE=183.0000000, AErel=1.0) # from OL 77 (kh=0.1, kv=0.4, Bh= 1.2, Bv= 4.7, Th= 0.27, Mh=//$Mh//, Mv=//$Mv//, I=0.0543, L=13949.7, AE=3.0000000) # and OL 79 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.2, Th= 0.25, Mh=//$Mh//, Mv=//$Mv//, I=0.0580, L=14742.6, AE=2.5000000) # and OL 75 (kh=0.1, kv=0.4, Bh= 3.6, Bv= 14.2, Th= 0.82, Mh=//$Mh//, Mv=//$Mv//, I=0.0526, L=17985.2, AE=56.5000000) # and OL 76 (kh=0.1, kv=0.4, Bh= 1.3, Bv= 5.2, Th= 0.30, Mh=//$Mh//, Mv=//$Mv//, I=0.0542, L=15363.9, AE=4.0000000) # and OL 78 (kh=0.1, kv=0.4, Bh= 2.2, Bv= 8.9, Th= 0.54, Mh=//$Mh//, Mv=//$Mv//, I=0.0580, L=14742.6, AE=18.2500000) TG 7 (AE=380.5, AErel=1.0) from OL 207 (kh=0.1, kv=0.4, Bh= 7.2, Bv= 28.9, Th= 1.00, Mh=//$Mh//, Mv=//$Mv//, I=0.0193, L=8742.6, AE=106.5000000) and OL 208 (kh=0.1, kv=0.4, Bh= 8.8, Bv= 35.4, Th= 1.23, Mh=//$Mh//, Mv=//$Mv//, I=0.0193, L=8742.6, AE=183.0000000) TG 103 (AE=35.5, AErel=1.0) from AL $68 (modus = intern 0.110 0.95 4.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 68 (103)! TG 102 (AE=13.25, AErel=1.0) from ZL $68 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=60.0, Th=1.4, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=4000, AE=35.25 )# TG 103 and SP 12 ( file = $outpath//spv__12_102.dat , V0 = 12E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Davosersee C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $69 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $70 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 269 (AE=70.25, AErel=1.0) from OL 270 (kh=0.1, kv=0.4, Bh= 3.1, Bv= 12.4, Th= 0.62, Mh=//$Mh//, Mv=//$Mv//, I=0.0401, L=4328.4, AE=28.2500000) TG 273 (AE=66.25, AErel=1.0) from OL 274 (kh=0.1, kv=0.4, Bh= 2.2, Bv= 9.0, Th= 0.61, Mh=//$Mh//, Mv=//$Mv//, I=0.0742, L=5414.2, AE=25.0000000) and OL 275 (kh=0.1, kv=0.4, Bh= 2.2, Bv= 8.7, Th= 0.59, Mh=//$Mh//, Mv=//$Mv//, I=0.0738, L=4914.2, AE=23.0000000) TG 251 (AE=45.25, AErel=1.0) from OL 253 (kh=0.1, kv=0.4, Bh= 2.5, Bv= 9.9, Th= 0.59, Mh=//$Mh//, Mv=//$Mv//, I=0.0555, L=3707.1, AE=23.2500000) TG 250 (AE=53.5, AErel=1.0) from OL 254 (kh=0.1, kv=0.4, Bh= 1.8, Bv= 7.0, Th= 0.57, Mh=//$Mh//, Mv=//$Mv//, I=0.1060, L=5328.4, AE=20.2500000) #neues TG 306 Klosters Pardenn TG 306 (AE=102.75, AErel=1.0) from OL 251 (kh=0.1, kv=0.4, Bh=10.9, Bv= 43.7, Th= 1.09, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=1707.1, AE=44.2500000) and OL 250 (kh=0.1, kv=0.4, Bh=11.6, Bv= 46.5, Th= 1.16, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=1707.1, AE=52.2500000) TG 257 (AE=120.2500000, AErel=1.0) from OL 306 (kh=0.1, kv=0.4, Bh= 5.2, Bv= 20.8, Th= 1.00, Mh=//$Mh//, Mv=//$Mv//, I=0.0371, L=3707.1, AE=101.2500000) #TG 257 (AE=120.2500000, AErel=1.0) # from OL 251 (kh=0.1, kv=0.4, Bh= 4.4, Bv= 17.4, Th= 0.73, Mh=//$Mh//, Mv=//$Mv//, I=0.0279, L=5414.2, AE=44.2500000) # and OL 250 (kh=0.1, kv=0.4, Bh= 4.6, Bv= 18.6, Th= 0.77, Mh=//$Mh//, Mv=//$Mv//, I=0.0279, L=5414.2, AE=52.2500000) TG 252 (AE=156.25, AErel=1.0) from OL 257 (kh=0.1, kv=0.4, Bh= 5.6, Bv= 22.3, Th= 1.07, Mh=//$Mh//, Mv=//$Mv//, I=0.0369, L=3328.4, AE=120.2500000) and ZL $69 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=38000, AE=6.5 )# weekdays power generation water from Davosersee and ZL $70 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=38000, AE=6.5 )# weekend power generation water from Davosersee TG 265 (AE=256, AErel=1.0) from OL 260 (kh=0.1, kv=0.4, Bh= 2.5, Bv= 10.1, Th= 0.65, Mh=//$Mh//, Mv=//$Mv//, I=0.0665, L=12949.7, AE=30.2500000) and OL 252 (kh=0.1, kv=0.4, Bh= 8.0, Bv= 31.9, Th= 1.17, Mh=//$Mh//, Mv=//$Mv//, I=0.0215, L=8828.4, AE=159.5000000) TG 13 (AE=615.5, AErel=1.0) from OL 269 (kh=0.1, kv=0.4, Bh= 8.4, Bv= 33.8, Th= 0.84, Mh=//$Mh//, Mv=//$Mv//, I=0.0086, L=7500.0, AE=65.2500000) and OL 262 (kh=0.1, kv=0.4, Bh= 4.1, Bv= 16.4, Th= 0.71, Mh=//$Mh//, Mv=//$Mv//, I=0.0303, L=23485.2, AE=41.5000000) and OL 273 (kh=0.1, kv=0.4, Bh= 6.3, Bv= 25.0, Th= 0.85, Mh=//$Mh//, Mv=//$Mv//, I=0.0184, L=3500.0, AE=68.5000000) and OL 272 (kh=0.1, kv=0.4, Bh= 3.1, Bv= 12.6, Th= 0.65, Mh=//$Mh//, Mv=//$Mv//, I=0.0428, L=1500.0, AE=31.5000000) and OL 267 (kh=0.1, kv=0.4, Bh= 7.5, Bv= 29.9, Th= 0.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0068, L=10914.2, AE=41.7500000) and OL 265 (kh=0.1, kv=0.4, Bh=12.8, Bv= 51.3, Th= 1.38, Mh=//$Mh//, Mv=//$Mv//, I=0.0116, L=17449.7, AE=259.2500000) and OL 266 (kh=0.1, kv=0.4, Bh= 4.9, Bv= 19.5, Th= 0.53, Mh=//$Mh//, Mv=//$Mv//, I=0.0119, L=15742.6, AE=20.2500000) TG 11 (AE=45.5, AErel=1.0) from OL 249 (kh=0.1, kv=0.4, Bh= 3.1, Bv= 12.5, Th= 0.63, Mh=//$Mh//, Mv=//$Mv//, I=0.0406, L=4535.5, AE=28.7500000) TG 247 (AE=48.5, AErel=1.0) from OL 248 (kh=0.1, kv=0.4, Bh= 2.7, Bv= 10.8, Th= 0.62, Mh=//$Mh//, Mv=//$Mv//, I=0.0525, L=5742.6, AE=27.0000000) TG 10 (AE=191.75, AErel=1.0) from OL 102 (kh=0.1, kv=0.4, Bh= 3.9, Bv= 15.7, Th= 0.39, Mh=//$Mh//, Mv=//$Mv//, I=0.0050, L=8363.9, AE=6.5000000) and OL 103 (kh=0.1, kv=0.4, Bh= 7.3, Bv= 29.0, Th= 0.73, Mh=//$Mh//, Mv=//$Mv//, I=0.0056, L=8863.9, AE=35.2500000) and OL 11 (kh=0.1, kv=0.4, Bh= 5.7, Bv= 22.7, Th= 0.73, Mh=//$Mh//, Mv=//$Mv//, I=0.0165, L=10778.1, AE=46.0000000) and OL 247 (kh=0.1, kv=0.4, Bh=11.3, Bv= 45.1, Th= 1.13, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=2121.3, AE=48.2500000) TG 244 (AE=293.75, AErel=1.0) from OL 10 (kh=0.1, kv=0.4, Bh= 6.6, Bv= 26.3, Th= 1.25, Mh=//$Mh//, Mv=//$Mv//, I=0.0362, L=14692.3, AE=184.0000000) TG 242 (AE=175.75, AErel=1.0) from OL 240 (kh=0.1, kv=0.4, Bh= 3.4, Bv= 13.5, Th= 0.79, Mh=//$Mh//, Mv=//$Mv//, I=0.0552, L=10863.9, AE=51.7500000) and OL 243 (kh=0.1, kv=0.4, Bh= 3.1, Bv= 12.2, Th= 0.71, Mh=//$Mh//, Mv=//$Mv//, I=0.0541, L=11571.0, AE=39.0000000) TG 8 (AE=470.25, AErel=1.0) from OL 244 (kh=0.1, kv=0.4, Bh=18.6, Bv= 74.5, Th= 1.86, Mh=//$Mh//, Mv=//$Mv//, I=0.0025, L=7121.3, AE=292.2500000) and OL 242 (kh=0.1, kv=0.4, Bh=15.4, Bv= 61.4, Th= 1.54, Mh=//$Mh//, Mv=//$Mv//, I=0.0025, L=7121.3, AE=174.5000000) TG 98 (AE=32.25, AErel=1.0) from OL 233 (kh=0.1, kv=0.4, Bh= 1.9, Bv= 7.4, Th= 0.61, Mh=//$Mh//, Mv=//$Mv//, I=0.1082, L=1914.2, AE=23.7500000) and AL $59 (modus = intern 0.095 0.95 3.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 59 (98)! TG 232 (AE=72.5, AErel=1.0) from OL 231 (kh=0.1, kv=0.4, Bh= 4.1, Bv= 16.3, Th= 0.83, Mh=//$Mh//, Mv=//$Mv//, I=0.0408, L=2207.1, AE=59.7500000) TG 94 (AE=89, AErel=1.0) from OL 232 (kh=0.1, kv=0.4, Bh= 8.1, Bv= 32.4, Th= 0.86, Mh=//$Mh//, Mv=//$Mv//, I=0.0113, L=2914.2, AE=73.7500000) and ZL $56 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=3000, AE=8.250 ) # TG 95 and ZL $57 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=4.250 ) # TG 96 and ZL $58 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=3.750 ) # TG 97 and ZL $59 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=3000, AE=29.75 ) # TG 98 and SP 10 ( file = $outpath//spv__10_94.dat , V0 = 46.5E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Marmorera C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $60 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $61 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends # new sub basin 316 Julia/Rona downstream Marmorera reservoir TG 316 (AE=165.5, AErel=1.0) from OL 95 (kh=0.1, kv=0.4, Bh= 1.7, Bv= 7.0, Th= 0.40, Mh=//$Mh//, Mv=//$Mv//, I=0.0514, L=5414.2, AE=8.2500000) and OL 98 (kh=0.1, kv=0.4, Bh= 4.0, Bv= 16.2, Th= 0.62, Mh=//$Mh//, Mv=//$Mv//, I=0.0238, L=4207.1, AE=29.7500000) and OL 96 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.4, Th= 0.31, Mh=//$Mh//, Mv=//$Mv//, I=0.0815, L=6207.1, AE=4.2500000) and OL 97 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.2, Th= 0.30, Mh=//$Mh//, Mv=//$Mv//, I=0.0815, L=6207.1, AE=3.7500000) and OL 94 (kh=0.1, kv=0.4, Bh= 5.1, Bv= 20.5, Th= 0.95, Mh=//$Mh//, Mv=//$Mv//, I=0.0345, L=5707.1, AE=88.2500000) TG 100 (AE=307.5, AErel=1.0) from OL 236 (kh=0.1, kv=0.4, Bh= 8.7, Bv= 35.0, Th= 0.87, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=1707.1, AE=24.5000000) and OL 235 (kh=0.1, kv=0.4, Bh= 6.2, Bv= 24.7, Th= 0.68, Mh=//$Mh//, Mv=//$Mv//, I=0.0121, L=6742.6, AE=39.0000000) and OL 99 (kh=0.1, kv=0.4, Bh= 2.6, Bv= 10.3, Th= 0.67, Mh=//$Mh//, Mv=//$Mv//, I=0.0683, L=9156.8, AE=33.0000000) and OL 316 (kh=0.1, kv=0.4, Bh= 6.4, Bv= 25.7, Th= 1.19, Mh=//$Mh//, Mv=//$Mv//, I=0.0342, L=8949.7, AE=159.7500000) and AL $62 ( modus = intern_with_rule ) # used to bypass water from Tinizong to reservoir Solis on weekdays and AL $63 ( modus = intern_with_rule ) # used to bypass water from Tinizong to reservoir Solis on weekends #old TG 100 without OL 316 #TG 100 (AE=304.7500000, AErel=1.0) # from OL 236 (kh=0.1, kv=0.4, Bh= 8.7, Bv= 35.0, Th= 0.87, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=1707.1, AE=24.5000000) # and OL 235 (kh=0.1, kv=0.4, Bh= 6.2, Bv= 24.7, Th= 0.68, Mh=//$Mh//, Mv=//$Mv//, I=0.0121, L=6742.6, AE=39.0000000) # and OL 99 (kh=0.1, kv=0.4, Bh= 2.6, Bv= 10.3, Th= 0.67, Mh=//$Mh//, Mv=//$Mv//, I=0.0683, L=9156.8, AE=33.0000000) # and OL 95 (kh=0.1, kv=0.4, Bh= 1.9, Bv= 7.8, Th= 0.39, Mh=//$Mh//, Mv=//$Mv//, I=0.0407, L=14363.9, AE=8.2500000) # and OL 98 (kh=0.1, kv=0.4, Bh= 3.6, Bv= 14.3, Th= 0.63, Mh=//$Mh//, Mv=//$Mv//, I=0.0309, L=13156.8, AE=29.7500000) # and OL 96 (kh=0.1, kv=0.4, Bh= 1.3, Bv= 5.4, Th= 0.31, Mh=//$Mh//, Mv=//$Mv//, I=0.0535, L=15156.8, AE=4.2500000) # and OL 97 (kh=0.1, kv=0.4, Bh= 1.3, Bv= 5.1, Th= 0.30, Mh=//$Mh//, Mv=//$Mv//, I=0.0535, L=15156.8, AE=3.7500000) # and OL 94 (kh=0.1, kv=0.4, Bh= 5.1, Bv= 20.5, Th= 0.95, Mh=//$Mh//, Mv=//$Mv//, I=0.0343, L=14656.8, AE=88.2500000) # and AL $62 ( modus = intern_with_rule ) # used to bypass water from Tinizong to reservoir Solis on weekdays # and AL $63 ( modus = intern_with_rule ) # used to bypass water from Tinizong to reservoir Solis on weekends TG 9 (AE=392.0000000, AErel=1.0) from OL 100 (kh=0.1, kv=0.4, Bh= 6.8, Bv= 27.0, Th= 1.53, Mh=//$Mh//, Mv=//$Mv//, I=0.0516, L=3707.1, AE=304.7500000) TG 101 (AE=881.75, AErel=1.0) from OL 8 (kh=0.1, kv=0.4, Bh=19.5, Bv= 77.8, Th= 1.95, Mh=//$Mh//, Mv=//$Mv//, I=0.0065, L=4914.2, AE=525.0000000) and OL 9 (kh=0.1, kv=0.4, Bh=16.3, Bv= 65.1, Th= 1.63, Mh=//$Mh//, Mv=//$Mv//, I=0.0065, L=4914.2, AE=326.0000000) and ZL $60 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=18000, AE=84.0 )# weekdays power generation water from Marmorera (skips over TGs 100 and 9) and ZL $61 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=18000, AE=84.0 )# weekend power generation water from Marmorera (skips over TGs 100 and 9) and ZL $62 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=84.0 )# weekdays power generation water from Tinizong (skips over TGs 100 and 9) and ZL $63 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=84.0 )# weekend power generation water from Tinizong (skips over TGs 100 and 9) and SP 11 ( file = $outpath//spv__11_101.dat , V0 = 3.0E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Solis C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $64 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays in Sils (before mouhting of Albula into Hinterrhein --> target is TG 5) and AL $65 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends in Sils (before mouhting of Albula into Hinterrhein --> target is TG 5) and AL $66 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays in Rothenbrunnen (after mouhting of Albula into Hinterrhein --> target is TG 4) and AL $67 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends in Rothenbrunnen (after mouhting of Albula into Hinterrhein --> target is TG 4) TG 22 (AE=45.75, AErel=1.0) from OL 221 (kh=0.1, kv=0.4, Bh= 3.2, Bv= 12.7, Th= 0.56, Mh=//$Mh//, Mv=//$Mv//, I=0.0309, L=5035.5, AE=21.5000000) TG 223 (AE=76, AErel=1.0) from OL 22 (kh=0.1, kv=0.4, Bh= 6.0, Bv= 24.0, Th= 0.72, Mh=//$Mh//, Mv=//$Mv//, I=0.0143, L=5621.3, AE=44.7500000) TG 224 (AE=106.25, AErel=1.0) from OL 223 (kh=0.1, kv=0.4, Bh=12.9, Bv= 51.7, Th= 1.29, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=500.0, AE=69.2500000) and OL 222 (kh=0.1, kv=0.4, Bh= 9.6, Bv= 38.2, Th= 0.96, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=500.0, AE=31.0000000) TG 225 (AE=160.5, AErel=1.0) from OL 224 (kh=0.1, kv=0.4, Bh=10.1, Bv= 40.4, Th= 1.01, Mh=//$Mh//, Mv=//$Mv//, I=0.0089, L=5621.3, AE=107.5000000) TG 226 (AE=167.5, AErel=1.0) from OL 225 (kh=0.1, kv=0.4, Bh= 8.8, Bv= 35.3, Th= 1.16, Mh=//$Mh//, Mv=//$Mv//, I=0.0172, L=2414.2, AE=157.7500000) TG 90 (AE=190.25, AErel=1.0) from OL 226 (kh=0.1, kv=0.4, Bh=18.0, Bv= 72.1, Th= 1.80, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=3328.4, AE=168.2500000) and ZL $51 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=15.500 ) # TG 91 and ZL $52 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=11.75 ) # TG 92 and ZL $53 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=21.00 ) # TG 93 and SP 9 ( file = $outpath//spv__09_90.dat , V0 = 13.72E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Sufers C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $54 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $55 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 81 (AE=46.5, AErel=1.0) from ZL $44 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=3.250 ) # TG 82 and ZL $45 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=1.500 ) # TG 83 and ZL $46 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=41.25 ) # TG 84 and ZL $47 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=33.00 ) # TG 85 and ZL $48 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=14.50 ) # TG 86 and ZL $54 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=106.5 )# weekdays power generation water from Sufers and ZL $55 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=106.5 )# weekend power generation water from Sufers and SP 8 ( file = $outpath//spv__08_81.dat , V0 = 148E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Lago di Lei C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $49 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $50 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 84 (AE=43.75, AErel=1.0) from OL 228 (kh=0.1, kv=0.4, Bh= 8.4, Bv= 33.8, Th= 0.84, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=707.1, AE=22.2500000) and AL $46 (modus = intern 0.1 0.95 15.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 46 (84)! TG 85 (AE=33.25, AErel=1.0) from OL 227 (kh=0.1, kv=0.4, Bh= 4.5, Bv= 18.1, Th= 0.57, Mh=//$Mh//, Mv=//$Mv//, I=0.0158, L=1914.2, AE=24.0000000) and AL $47 (modus = intern 0.1 0.95 12.1 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 47 (85)! # new sub basin 313 Avers Campsut (Hinterrheingebiet) TG 313 (AE=120.25, AErel=1.0) from OL 82 (kh=0.1, kv=0.4, Bh= 1.4, Bv= 5.6, Th= 0.28, Mh=//$Mh//, Mv=//$Mv//, I=0.0393, L=6035.5, AE=3.2500000) and OL 83 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.5, Th= 0.21, Mh=//$Mh//, Mv=//$Mv//, I=0.0332, L=7449.7, AE=1.5000000) and OL 84 (kh=0.1, kv=0.4, Bh= 3.9, Bv= 15.7, Th= 0.71, Mh=//$Mh//, Mv=//$Mv//, I=0.0332, L=7449.7, AE=41.2500000) and OL 85 (kh=0.1, kv=0.4, Bh= 4.1, Bv= 16.5, Th= 0.65, Mh=//$Mh//, Mv=//$Mv//, I=0.0248, L=7328.4, AE=33.0000000) TG 5 (AE=1591.25, AErel=1.0) from OL 219 (kh=0.1, kv=0.4, Bh= 4.5, Bv= 18.2, Th= 0.62, Mh=//$Mh//, Mv=//$Mv//, I=0.0188, L=2707.1, AE=30.2500000) and OL 101 (kh=0.1, kv=0.4, Bh=13.1, Bv= 52.4, Th= 2.23, Mh=//$Mh//, Mv=//$Mv//, I=0.0291, L=8742.6, AE=877.5000000) and OL 92 (kh=0.1, kv=0.4, Bh= 1.9, Bv= 7.6, Th= 0.45, Mh=//$Mh//, Mv=//$Mv//, I=0.0578, L=12656.8, AE=11.7500000) and OL 93 (kh=0.1, kv=0.4, Bh= 2.4, Bv= 9.6, Th= 0.56, Mh=//$Mh//, Mv=//$Mv//, I=0.0551, L=14863.9, AE=21.0000000) and OL 90 (kh=0.1, kv=0.4, Bh= 6.5, Bv= 26.0, Th= 1.27, Mh=//$Mh//, Mv=//$Mv//, I=0.0384, L=20778.1, AE=191.2500000) and OL 91 (kh=0.1, kv=0.4, Bh= 2.5, Bv= 10.0, Th= 0.50, Mh=//$Mh//, Mv=//$Mv//, I=0.0393, L=20278.1, AE=15.5000000) and OL 86 (kh=0.1, kv=0.4, Bh= 2.2, Bv= 8.9, Th= 0.49, Mh=//$Mh//, Mv=//$Mv//, I=0.0477, L=27106.5, AE=14.5000000) and OL 313 (kh=0.1, kv=0.4, Bh= 5.6, Bv= 22.2, Th= 1.07, Mh=//$Mh//, Mv=//$Mv//, I=0.0373, L=28813.6, AE=121.0000000) and OL 81 (kh=0.1, kv=0.4, Bh= 3.7, Bv= 14.7, Th= 0.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0411, L=30020.7, AE=45.7500000) and ZL $49 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=800, AE=106.5 )# weekdays power generation water from Lago di Lei and ZL $50 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=800, AE=106.5 )# weekend power generation water from Lago di Lei # ZL 64 and 65 were formerly routed t sub basin 4 and ZL $64 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=600, AE=307.0 ) # weekdays power generation water from Solis and ZL $65 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=600, AE=307.0 ) # weekend power generation water from Solis # and ZL $54 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=106.5 )# weekdays power generation water from Sufers # and ZL $55 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=106.5 )# weekend power generation water from Sufers #TG 5 (AE=1588.2500000, AErel=1.0) # from OL 219 (kh=0.1, kv=0.4, Bh= 4.5, Bv= 18.2, Th= 0.62, Mh=//$Mh//, Mv=//$Mv//, I=0.0188, L=2707.1, AE=30.2500000) # and OL 101 (kh=0.1, kv=0.4, Bh=13.1, Bv= 52.4, Th= 2.23, Mh=//$Mh//, Mv=//$Mv//, I=0.0291, L=8742.6, AE=877.5000000) # and OL 92 (kh=0.1, kv=0.4, Bh= 1.9, Bv= 7.6, Th= 0.45, Mh=//$Mh//, Mv=//$Mv//, I=0.0578, L=12656.8, AE=11.7500000) # and OL 93 (kh=0.1, kv=0.4, Bh= 2.4, Bv= 9.6, Th= 0.56, Mh=//$Mh//, Mv=//$Mv//, I=0.0551, L=14863.9, AE=21.0000000) # and OL 90 (kh=0.1, kv=0.4, Bh= 6.5, Bv= 26.0, Th= 1.27, Mh=//$Mh//, Mv=//$Mv//, I=0.0384, L=20778.1, AE=191.2500000) # and OL 91 (kh=0.1, kv=0.4, Bh= 2.5, Bv= 10.0, Th= 0.50, Mh=//$Mh//, Mv=//$Mv//, I=0.0393, L=20278.1, AE=15.5000000) # and OL 86 (kh=0.1, kv=0.4, Bh= 2.2, Bv= 8.9, Th= 0.49, Mh=//$Mh//, Mv=//$Mv//, I=0.0477, L=27106.5, AE=14.5000000) # and OL 82 (kh=0.1, kv=0.4, Bh= 1.4, Bv= 5.7, Th= 0.28, Mh=//$Mh//, Mv=//$Mv//, I=0.0376, L=34849.1, AE=3.2500000) # and OL 81 (kh=0.1, kv=0.4, Bh= 3.7, Bv= 14.7, Th= 0.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0411, L=30020.7, AE=45.7500000) # and OL 83 (kh=0.1, kv=0.4, Bh= 1.1, Bv= 4.3, Th= 0.21, Mh=//$Mh//, Mv=//$Mv//, I=0.0364, L=36263.3, AE=1.5000000) # and OL 84 (kh=0.1, kv=0.4, Bh= 3.7, Bv= 15.0, Th= 0.72, Mh=//$Mh//, Mv=//$Mv//, I=0.0364, L=36263.3, AE=41.2500000) # and OL 85 (kh=0.1, kv=0.4, Bh= 3.5, Bv= 14.1, Th= 0.66, Mh=//$Mh//, Mv=//$Mv//, I=0.0348, L=36142.0, AE=33.0000000) # and ZL $49 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=106.5 )# weekdays power generation water from Lago di Lei # and ZL $50 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=106.5 )# weekend power generation water from Lago di Lei ## ZL 64 and 65 were formerly routed t sub basin 4 # and ZL $64 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=307.0 ) # weekdays power generation water from Solis # and ZL $65 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=307.0 ) # weekend power generation water from Solis ## and ZL $54 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=106.5 )# weekdays power generation water from Sufers ## and ZL $55 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=106.5 )# weekend power generation water from Sufers #neues TG 309 Vorderrhein Bonaduz Farsch TG 309 (AE=1498.25, AErel=1.0) from OL 216 (kh=0.1, kv=0.4, Bh= 4.5, Bv= 18.0, Th= 0.69, Mh=//$Mh//, Mv=//$Mv//, I=0.0234, L=8328.4, AE=38.7500000) and OL 217 (kh=0.1, kv=0.4, Bh= 4.3, Bv= 17.4, Th= 0.66, Mh=//$Mh//, Mv=//$Mv//, I=0.0234, L=8328.4, AE=35.2500000) and OL 6 (kh=0.1, kv=0.4, Bh=22.9, Bv= 91.8, Th= 2.29, Mh=//$Mh//, Mv=//$Mv//, I=0.0058, L=19520.7, AE=771.0000000) and OL 7 (kh=0.1, kv=0.4, Bh=17.6, Bv= 70.6, Th= 1.76, Mh=//$Mh//, Mv=//$Mv//, I=0.0058, L=19520.7, AE=382.5000000) and OL 80 (kh=0.1, kv=0.4, Bh= 5.3, Bv= 21.2, Th= 1.02, Mh=//$Mh//, Mv=//$Mv//, I=0.0371, L=15278.1, AE=106.5000000) TG 4 (AE=3229.75, AErel=1.0) from OL 309 (kh=0.1, kv=0.4, Bh=29.6, Bv=118.5, Th= 2.96, Mh=//$Mh//, Mv=//$Mv//, I=0.0056, L=4621.3, AE=1501.0000000) and OL 5 (kh=0.1, kv=0.4, Bh=32.4, Bv=129.5, Th= 3.24, Mh=//$Mh//, Mv=//$Mv//, I=0.0039, L=19656.8, AE=1588.2500000) and ZL $42 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=800, AE=106.5 )# weekdays power generation water from Zervreila via AB Egschi and ZL $43 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=800, AE=106.5 )# weekend power generation water from Zervreila via AB Egschi # and ZL $64 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=307.0 ) # weekdays power generation water from Solis # and ZL $65 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=307.0 ) # weekend power generation water from Solis and ZL $66 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1200, AE=307.0 ) # weekdays power generation water from Solis and ZL $67 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1200, AE=307.0 ) # weekend power generation water from Solis #TG 4 (AE=3215.7500000, AErel=1.0) # from OL 216 (kh=0.1, kv=0.4, Bh= 5.1, Bv= 20.5, Th= 0.68, Mh=//$Mh//, Mv=//$Mv//, I=0.0177, L=12949.7, AE=38.7500000) # and OL 217 (kh=0.1, kv=0.4, Bh= 5.0, Bv= 19.8, Th= 0.66, Mh=//$Mh//, Mv=//$Mv//, I=0.0177, L=12949.7, AE=35.2500000) # and OL 6 (kh=0.1, kv=0.4, Bh=22.7, Bv= 90.8, Th= 2.27, Mh=//$Mh//, Mv=//$Mv//, I=0.0061, L=24142.0, AE=771.0000000) # and OL 7 (kh=0.1, kv=0.4, Bh=17.5, Bv= 69.8, Th= 1.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0061, L=24142.0, AE=382.5000000) # and OL 5 (kh=0.1, kv=0.4, Bh=32.4, Bv=129.5, Th= 3.24, Mh=//$Mh//, Mv=//$Mv//, I=0.0039, L=19656.8, AE=1588.2500000) # and OL 80 (kh=0.1, kv=0.4, Bh= 5.8, Bv= 23.3, Th= 1.01, Mh=//$Mh//, Mv=//$Mv//, I=0.0302, L=19899.4, AE=106.5000000) # and ZL $42 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=106.5 )# weekdays power generation water from Zervreila/Egschi # and ZL $43 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=106.5 )# weekend power generation water from Zervreila/Egschi # and ZL $64 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=307.0 ) # weekdays power generation water from Solis # and ZL $65 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=307.0 ) # weekend power generation water from Solis # and ZL $66 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=12000, AE=307.0 ) # weekdays power generation water from Solis # and ZL $67 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=12000, AE=307.0 ) # weekend power generation water from Solis #neues TG 308 Arosa Langwies TG 308 (AE=113.0, AErel=1.0) from OL 277 (kh=0.1, kv=0.4, Bh= 4.0, Bv= 15.8, Th= 0.71, Mh=//$Mh//, Mv=//$Mv//, I=0.0318, L=1207.1, AE=40.2500000) and OL 281 (kh=0.1, kv=0.4, Bh= 3.0, Bv= 12.0, Th= 0.74, Mh=//$Mh//, Mv=//$Mv//, I=0.0606, L=5828.4, AE=42.7500000) and SP 25 ( file = $outpath//spv__25_308.dat , V0 = 2.0E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Litzirüti and AL $116 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays Litzirüti and AL $117 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends Litzirüti TG 282 (AE=140, AErel=1.0) from OL 308 (kh=0.1, kv=0.4, Bh= 4.6, Bv= 18.4, Th= 1.06, Mh=//$Mh//, Mv=//$Mv//, I=0.0532, L=3500.0, AE=113.0000000) and ZL $116 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1200, AE=113.25 ) # weekdays power generation water from Litzirüti and ZL $117 (modus = intern , kh=0.4, kv=0.4, Bh=4.0, Bv=0.0, Th=3.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1200, AE=113.25 ) # weekend power generation water from Litzirüti ##TG 282 (AE=141.7500000, AErel=1.0) # from OL 277 (kh=0.1, kv=0.4, Bh= 3.2, Bv= 12.7, Th= 0.72, Mh=//$Mh//, Mv=//$Mv//, I=0.0507, L=4707.1, AE=40.2500000) # and OL 281 (kh=0.1, kv=0.4, Bh= 3.0, Bv= 12.1, Th= 0.74, Mh=//$Mh//, Mv=//$Mv//, I=0.0593, L=9328.4, AE=42.7500000) TG 12 (AE=269.00000, AErel=1.0) from OL 282 (kh=0.1, kv=0.4, Bh= 5.8, Bv= 23.3, Th= 1.14, Mh=//$Mh//, Mv=//$Mv//, I=0.0383, L=13363.9, AE=141.7500000) and OL 286 (kh=0.1, kv=0.4, Bh= 3.3, Bv= 13.3, Th= 0.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0518, L=6328.4, AE=46.0000000) TG 307 (AE=3536.5, AErel=1.0) from OL 4 (kh=0.1, kv=0.4, Bh=54.5, Bv=217.9, Th= 5.45, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=7863.9, AE=3215.7500000) and OL 12 (kh=0.1, kv=0.4, Bh=21.5, Bv= 85.9, Th= 2.15, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=1707.1, AE=268.2500000) TG 155 (AE=4265.5, AErel=1.0) from OL 13 (kh=0.1, kv=0.4, Bh=16.7, Bv= 66.6, Th= 1.92, Mh=//$Mh//, Mv=//$Mv//, I=0.0133, L=4414.2, AE=618.2500000) and OL 307 (kh=0.1, kv=0.4, Bh=43.5, Bv=174.1, Th= 4.35, Mh=//$Mh//, Mv=//$Mv//, I=0.0040, L=11742.6, AE=3542.7500000) #TG 156 (AE=3541.750, AErel=1.0) # from OL 4 (kh=0.1, kv=0.4, Bh=30.0, Bv=100, Th= 2, Mh=45.0, Mv=28.0, I=0.0020, L=7156.8, AE=3215.750) # and OL 12 (kh=0.1, kv=0.4, Bh=21.5, Bv= 85.9, Th= 2.15, Mh=//$Mh//, Mv=28.0, I=0.0010, L=1000.0, AE=268.250) #TG 155 (AE=4262.250, AErel=1.0) # from OL 13 (kh=0.1, kv=0.4, Bh=16.7, Bv= 66.6, Th= 1.92, Mh=//$Mh//, Mv=28.0, I=0.0133, L=4414.2, AE=618.250) # and OL 156 (kh=0.1, kv=0.4, Bh=40.0, Bv=100.0, Th= 2, Mh=45.0, Mv=28.0, I=0.0068, L=12449.7, AE=3541.750) # neuer Pegel Rhein/Maienfeld, der auch die Zuflüsse von Mapragg erfasst TG 305 (AE=4291.0000000, AErel=1.0) from OL 155 (kh=0.1, kv=0.4, Bh=51.5, Bv=206.0, Th= 5.15, Mh=45.0, Mv=//$Mv//, I=0.0024, L=4621.3, AE=4262.2500000) and ZL $78 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=600, AE=121.00 )# weekdays power generation water from Mapragg and ZL $79 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=600, AE=121.00 )# weekend power generation water from Mapragg TG 154 (AE=4460.0000000, AErel=1.0) from OL 305 (kh=0.1, kv=0.4, Bh=58.2, Bv=232.7, Th= 5.82, Mh=//$Mh//, Mv=//$Mv//, I=0.0013, L=1414.2, AE=4286.0000000) and OL 14 (kh=0.1, kv=0.4, Bh= 8.9, Bv= 35.4, Th= 1.15, Mh=//$Mh//, Mv=//$Mv//, I=0.0170, L=2207.1, AE=156.7500000) #TG 154 (AE=4456.250, AErel=1.0) # from OL 14 (kh=0.1, kv=0.4, Bh= 8.9, Bv= 35.5, Th= 1.15, Mh=//$Mh//, Mv=28.0, I=0.0170, L=2207.1, AE=157.250) # and OL 155 (kh=0.1, kv=0.4, Bh=50, Bv=100, Th= 2, Mh=45.0, Mv=28.0, I=0.0048, L=6035.5, AE=4262.250) # and ZL $78 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=121.00 )# weekdays power generation water from Mapragg # and ZL $79 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=121.00 )# weekend power generation water from Mapragg TG 153 (AE=4526.5, AErel=1.0) from OL 303 (kh=0.1, kv=0.4, Bh=10.5, Bv= 41.9, Th= 1.05, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2914.2, AE=54.0000000) and OL 154 (kh=0.1, kv=0.4, Bh=53.3, Bv=100, Th= 2, Mh=//$Mh//, Mv=//$Mv//, I=0.0042, L=14192.3, AE=4456.0000000) #alt ohne Zufluss 303 (neues Gebiet) #TG 153 (AE=4547.500, AErel=1.0) # from OL 154 (kh=0.1, kv=0.4, Bh=50.0, Bv=100, Th= 2, Mh=45.0, Mv=28.0, I=0.0042, L=13778.1, AE=4456.250) TG 152 (AE=4536.000, AErel=1.0) from OL 153 (kh=0.1, kv=0.4, Bh=40, Bv=100.3, Th= 6.43, Mh=//$Mh//, Mv=//$Mv//, I=0.0040, L=11121.3, AE=4517.500) TG 122 (AE=5, AErel=1.0) from AL $80 (modus = intern 0.0 0.95 2.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 80 (122)! TG 120 (AE=10.75, AErel=1.0) from ZL $80 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=4.7500 ) # TG 122 and SP 15 ( file = $outpath//spv__15_120.dat , V0 = 58.7E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Lünersee C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $81 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $82 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 34 (AE=79.5, AErel=1.0) from OL 120 (kh=0.1, kv=0.4, Bh= 1.7, Bv= 6.7, Th= 0.44, Mh=//$Mh//, Mv=//$Mv//, I=0.0706, L=10156.8, AE=11.00) and OL 122 (kh=0.1, kv=0.4, Bh= 1.3, Bv= 5.2, Th= 0.32, Mh=//$Mh//, Mv=//$Mv//, I=0.0636, L=10156.8, AE=5.25) # Überleitungsgebiete aus Tirol - dort gibt es ein Gebiet, aus dem zwei Ableitungen stattfinden, eine weiter oben und eine weiter unten, weshalb es in zwei Teilgebiete mit Routing zerlegt wurde. TG 129 (AE=1, AErel=1.0) from AL $83 (modus = intern 0.032 0.95 5.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 83 (129)! TG 131 (AE=30.750, AErel=1.0) from OL 129 (kh=0.1, kv=0.4, Bh= 2.3, Bv= 9.1, Th= 0.42, Mh=//$Mh//, Mv=//$Mv//, I=0.0336, L=6949.7, AE=9.750) and AL $92 (modus = intern 0.100 0.95 2.6 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 86 (124)! TG 128 (AE=33.750, AErel=1.0) # Sivretta reservoir Basin from ZL $83 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=2000, AE=9.7500 ) # TG 129 and SP 17 ( file = $outpath//spv__17_128.dat , V0 = 29.25E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Sivretta C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $84 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $85 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 124 (AE=12.5, AErel=1.0) from AL $86 (modus = intern 0.036 0.95 6.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 86 (124)! TG 125 (AE=12.5, AErel=1.0) from AL $87 (modus = intern 0.038 0.95 2.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 87 (125)! TG 126 (AE=13.75, AErel=1.0) from AL $88 (modus = intern 0.044 0.95 1.4 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 88 (126)! TG 127 (AE=3.5, AErel=1.0) from AL $89 (modus = intern 0.018 0.95 2.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 89 (127)! TG 123 (AE=54, AErel=1.0) from OL 128 (kh=0.1, kv=0.4, Bh= 2.6, Bv= 5.0, Th= 0.68, Mh=//$Mh//, Mv=//$Mv//, I=0.0670, L=3207.1, AE=33.750) and ZL $84 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=34.00 )# weekdays power generation water from Sivretta and ZL $85 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=6000, AE=34.00 )# weekend power generation water from Sivretta and ZL $86 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=5000, AE=11.00 ) # TG 124 and ZL $87 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=7000, AE=11.75 ) # TG 125 and ZL $88 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=11000, AE=13.25 ) # TG 126 and ZL $89 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=3000, AE=5.75 ) # TG 127 and SP 16 ( file = $outpath//spv__16_123.dat , V0 = 3.975E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Vermunt C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $90 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $91 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 132 (AE=35.75, AErel=1.0) from AL $93 (modus = intern 0.110 0.95 5.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 93 (132)! TG 133 (AE=18.25, AErel=1.0) from AL $94 (modus = intern 0.062 0.95 2.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 94 (133)! TG 134 (AE=41.75, AErel=1.0) from AL $95 (modus = intern 0.013 0.95 6.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 95 (134)! TG 135 (AE=7, AErel=1.0) from AL $96 (modus = intern 0.025 0.95 2.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 96 (135)! TG 136 (AE=16, AErel=1.0) from AL $97 (modus = intern 0.052 0.95 3.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 97 (136)! TG 137 (AE=17.25, AErel=1.0) from AL $98 (modus = intern 0.048 0.95 3.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 98 (137)! TG 138 (AE=10, AErel=1.0) from AL $99 (modus = intern 0.030 0.95 2.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 99 (138)! TG 158 (AE=24.75, AErel=1.0) from SP 24 ( file = $outpath//spv__24_158.dat , V0 = 1.3E5, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Stausee Malbun and AL $113 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends and AL $114 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 130 (AE=7 AErel=1.0) from ZL $92 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=400, AE=31.00 ) # TG 131 and ZL $93 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=800, AE=34.50 ) # TG 132 and ZL $94 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=800, AE=18.75 ) # TG 133 and ZL $95 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=41.25 ) # TG 134 and ZL $96 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1200, AE=7.500 ) # TG 135 and ZL $97 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=450, AE=15.75 ) # TG 136 and ZL $98 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=700, AE=14.75 ) # TG 137 and ZL $99 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=200, AE=9.000 ) # TG 138 and SP 18 ( file = $outpath//spv__18_130.dat , V0 = 33.45E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Kops C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $100 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $101 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 140 (AE=472.75, AErel=1.0) from OL 19 (kh=0.1, kv=0.4, Bh= 9.9, Bv= 39.5, Th= 0.99, Mh=//$Mh//, Mv=//$Mv//, I=0.0085, L=4914.2, AE=98.750) and OL 138 (kh=0.1, kv=0.4, Bh= 2.0, Bv= 7.9, Th= 0.41, Mh=//$Mh//, Mv=//$Mv//, I=0.0427, L=28763.3, AE=9.000) and OL 130 (kh=0.1, kv=0.4, Bh= 1.8, Bv= 7.4, Th= 0.35, Mh=//$Mh//, Mv=//$Mv//, I=0.0368, L=27849.1, AE=6.250) and OL 127 (kh=0.1, kv=0.4, Bh= 1.7, Bv= 6.7, Th= 0.34, Mh=//$Mh//, Mv=//$Mv//, I=0.0418, L=26642.0, AE=5.750) and OL 126 (kh=0.1, kv=0.4, Bh= 2.3, Bv= 9.0, Th= 0.47, Mh=//$Mh//, Mv=//$Mv//, I=0.0437, L=22899.4, AE=13.250) and OL 125 (kh=0.1, kv=0.4, Bh= 2.1, Bv= 8.2, Th= 0.45, Mh=//$Mh//, Mv=//$Mv//, I=0.0479, L=24313.6, AE=11.750) and OL 124 (kh=0.1, kv=0.4, Bh= 2.1, Bv= 8.6, Th= 0.44, Mh=//$Mh//, Mv=//$Mv//, I=0.0418, L=26142.0, AE=11.000) and OL 123 (kh=0.1, kv=0.4, Bh= 4.0, Bv= 16.1, Th= 0.79, Mh=//$Mh//, Mv=//$Mv//, I=0.0385, L=29056.2, AE=53.750) and AL $102 (modus = intern_with_rule ) # ableitung aus der Ill in das AB Rodund (max 48 m3/s?) and AL $103 (modus = intern_with_rule ) # ableitung aus der Ill in das AB Rodund (max 48 m3/s?) weekend TG 145 (AE=0.5, AErel=1.0) #AB Rodund liefert Wasser bis zum Walgauwerk recht weit unten in der Ill (Gebiet 16) from ZL $102 (modus = intern , kh=0.4, kv=0.4, Bh=10.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=200, AE=473.250 ) # TG 140 Ableitung aus Ill weekdays and ZL $103 (modus = intern , kh=0.4, kv=0.4, Bh=10.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=200, AE=473.250 ) # TG 140 Ableitung aus Ill weekend and ZL $90 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=16000, AE=54.00 )# weekdays power generation water from Vermunt and ZL $91 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=16000, AE=54.00 )# weekend power generation water from Vermunt and ZL $100 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=16000, AE=150.00 )# weekdays power generation water from Kops and ZL $101 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=16000, AE=150.00 )# weekend power generation water from Kops and SP 19 ( file = $outpath//spv__19_145.dat , V0 = 1.125E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Rodund C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $104 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $105 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 141 (AE=158, AErel=1.0) from OL 18 (kh=0.1, kv=0.4, Bh=14.2, Bv= 56.9, Th= 1.42, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=4121.3, AE=89.750) and SP 20 ( file = $outpath//spv__20_141.dat , V0 = 0.975E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin1 ) # Raggal C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $106 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $107 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 143 (AE=3.5, AErel=1.0) from AL $108 (modus = intern 0.008 0.95 1.5 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 108 (143)! TG 144 (AE=4, AErel=1.0) from AL $109 (modus = intern 0.014 0.95 4.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 109 (144)! TG 142 (AE=6.75, AErel=1.0) from ZL $108 (modus = intern , kh=0.4, kv=0.4, Bh=10.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=200, AE=4.250 ) # TG 143 and ZL $109 (modus = intern , kh=0.4, kv=0.4, Bh=10.0, Bv=0.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=200, AE=8.50 ) # TG 144 and SP 21 ( file = $outpath//spv__21_142.dat , V0 = 11.775E6, C0 = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0, dTmin = $dtmin2 ) # Spullersee C0: initial concentration for all of max. 9 tracers in the reservoir water; optional parameter dTmin is in seconds (60s is default even without this parameter given) and AL $110 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekdays and AL $111 (modus = intern_with_rule_from_reservoir ) # used for hydro power generation weekends TG 300 (AE=1138.25, AErel=1.0) from OL 141 (kh=0.1, kv=0.4, Bh= 9.2, Bv= 36.8, Th= 1.15, Mh=//$Mh//, Mv=//$Mv//, I=0.0156, L=16278.1, AE=156.5000000) and OL 142 (kh=0.1, kv=0.4, Bh= 2.1, Bv= 8.4, Th= 0.40, Mh=//$Mh//, Mv=//$Mv//, I=0.0351, L=37642.0, AE=8.5000000) and OL 33 (kh=0.1, kv=0.4, Bh= 6.5, Bv= 26.1, Th= 0.83, Mh=//$Mh//, Mv=//$Mv//, I=0.0161, L=34313.6, AE=65.0000000) and OL 34 (kh=0.1, kv=0.4, Bh= 7.6, Bv= 30.3, Th= 0.85, Mh=//$Mh//, Mv=//$Mv//, I=0.0126, L=14449.7, AE=70.2500000) and OL 140 (kh=0.1, kv=0.4, Bh=18.7, Bv= 75.0, Th= 1.87, Mh=//$Mh//, Mv=//$Mv//, I=0.0064, L=21692.3, AE=473.7500000) and ZL $106 (modus = intern , kh=0.2, kv=0.2, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=5000, AE=156.00 )# weekdays power generation water from Ruggal and ZL $107 (modus = intern , kh=0.2, kv=0.2, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=5000, AE=156.00 )# weekend power generation water from Ruggal TG 16 (AE=1279.25, AErel=1.0) from OL 300 (kh=0.1, kv=0.4, Bh=27.5, Bv=110.0, Th= 2.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0047, L=14621.3, AE=1130.2500000) and OL 158 (kh=0.1, kv=0.4, Bh= 3.0, Bv= 11.9, Th= 0.59, Mh=//$Mh//, Mv=//$Mv//, I=0.0393, L=22985.2, AE=24.7500000) and ZL $104 (modus = intern , kh=0.2, kv=0.2, Bh=4.0, Bv=2.0, Th=4.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=13400, AE=470.00 )# weekdays power generation water from Rodund (Druckleitung bis Walgau) and ZL $105 (modus = intern , kh=0.2, kv=0.2, Bh=4.0, Bv=2.0, Th=4.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=13400, AE=470.00 )# weekend power generation water from Rodund (Druckleitung bis Walgau) and ZL $110 (modus = intern , kh=0.2, kv=0.2, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=11600, AE=15.250 )# weekdays power generation water from Spullersee and ZL $111 (modus = intern , kh=0.2, kv=0.2, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=11600, AE=15.250 )# weekend power generation water from Spullersee and ZL $81 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=11800, AE=15.750 )# weekdays power generation water from Lünersee and ZL $82 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=11800, AE=15.750 )# weekend power generation water from Lünersee #TG 16 alt: alle Zuflüsse der Speicher gehen hier rein. Neu ist TG 300 (Ill/Beschling) dazwischengeschaltet, alle Zuflüsse aus den Speichern gehen erst ins Gebiet 16, Beschling misst den "unbeeinflussten" Zufluss #TG 16 (AE=1273.000, AErel=1.0) # from OL 141 (kh=0.1, kv=0.4, Bh=11.1, Bv= 44.6, Th= 1.14, Mh=//$Mh//, Mv=28.0, I=0.0105, L=30899.4, AE=156.500) # and OL 142 (kh=0.1, kv=0.4, Bh= 2.4, Bv= 9.6, Th= 0.39, Mh=//$Mh//, Mv=28.0, I=0.0266, L=52263.3, AE=8.500) # and OL 33 (kh=0.1, kv=0.4, Bh= 7.3, Bv= 29.3, Th= 0.82, Mh=//$Mh//, Mv=28.0, I=0.0127, L=48934.9, AE=65.000) # and OL 34 (kh=0.1, kv=0.4, Bh= 8.7, Bv= 34.7, Th= 0.87, Mh=//$Mh//, Mv=28.0, I=0.0086, L=29071.0, AE=70.250) # and OL 158 (kh=0.1, kv=0.4, Bh= 3.0, Bv= 11.9, Th= 0.59, Mh=//$Mh//, Mv=//$Mv//, I=0.0393, L=22985.2, AE=24.7500000) # and OL 140 (kh=0.1, kv=0.4, Bh=19.1, Bv= 76.6, Th= 1.91, Mh=//$Mh//, Mv=28.0, I=0.0057, L=36313.6, AE=473.750) # and ZL $104 (modus = intern , kh=0.1, kv=0.1, Bh=4.0, Bv=2.0, Th=4.0, Mh=//$Mh//, Mv=35.0, I=0.01, L=34500, AE=470.00 )# weekdays power generation water from Rodund (Druckleitung bis Walgau) # and ZL $105 (modus = intern , kh=0.1, kv=0.1, Bh=4.0, Bv=2.0, Th=4.0, Mh=//$Mh//, Mv=35.0, I=0.01, L=34500, AE=470.00 )# weekend power generation water from Rodund (Druckleitung bis Walgau) # and ZL $106 (modus = intern , kh=0.1, kv=0.1, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=16000, AE=156.00 )# weekdays power generation water from Ruggal # and ZL $107 (modus = intern , kh=0.1, kv=0.1, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=16000, AE=156.00 )# weekend power generation water from Ruggal # and ZL $110 (modus = intern , kh=0.1, kv=0.1, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=16000, AE=15.250 )# weekdays power generation water from Spullersee # and ZL $111 (modus = intern , kh=0.1, kv=0.1, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=16000, AE=15.250 )# weekend power generation water from Spullersee # and ZL $81 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=18000, AE=15.750 )# weekdays power generation water from Lünersee # and ZL $82 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=18000, AE=15.750 )# weekend power generation water from Lünersee TG 21 (AE=121.25, AErel=1.0) from ZL $113 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=24.750 )# weekdays power generation water from Gaenglisee (Malbun/Valuena) and ZL $114 (modus = intern , kh=0.4, kv=0.4, Bh=2.0, Bv=2.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=8000, AE=24.750 )# weekend power generation water from Gaenglisee (Malbun/Valuena) # Rheintaler Binnenkanal als Serie aus drei Teilgebieten TG 15 (AE=176.5, AErel=1.0) from OL 288 (kh=0.1, kv=0.4, Bh= 8.4, Bv= 33.6, Th= 0.84, Mh=//$Mh//, Mv=//$Mv//, I=0.0020, L=8914.2, AE=30.7500000) and OL 302 (kh=0.1, kv=0.4, Bh= 7.5, Bv= 30.1, Th= 0.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=14035.5, AE=16.7500000) TG 119 (AE=177, AErel=1.0) from OL 15 (kh=0.1, kv=0.4, Bh=18.2, Bv= 72.8, Th= 1.82, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=707.1, AE=173.0000000) and AL $115 (modus = intern 10 0.95 250.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL $115! TG 20 (AE=349.5, AErel=1.0) from OL 119 (kh=0.1, kv=0.4, Bh=17.5, Bv= 69.8, Th= 1.75, Mh=//$Mh//, Mv=//$Mv//, I=0.0013, L=28142.0, AE=173.5000000) TG 32 (AE=370, AErel=1.0) from OL 20 (kh=0.1, kv=0.4, Bh=23.6, Bv= 94.3, Th= 2.36, Mh=//$Mh//, Mv=//$Mv//, I=0.0010, L=8707.1, AE=344.5000000) #TG 15 (AE=183.5000000, AErel=1.0) # from OL 288 (kh=0.1, kv=0.4, Bh= 8.4, Bv= 33.6, Th= 0.84, Mh=//$Mh//, Mv=//$Mv//, I=0.0020, L=8914.2, AE=30.7500000) #TG 119 (AE=184.000, AErel=1.0) # from OL 15 (kh=0.1, kv=0.4, Bh=17.7, Bv= 70.6, Th= 1.77, Mh=//$Mh//, Mv=28.0, I=0.0013, L=1000, AE=183.750) # and AL $115 (modus = intern 10 0.95 250.0 m^3/s ) # parameters are: threshold, fraction, capacity -> there must be an corresponding internal inflow ZL 83 (129)! #TG 20 (AE=355.500, AErel=1.0) # from OL 119 (kh=0.1, kv=0.4, Bh=17.7, Bv= 70.6, Th= 1.77, Mh=//$Mh//, Mv=28.0, I=0.0013, L=28556.2, AE=184.000) #TG 32 (AE=375.750, AErel=1.0) # from OL 20 (kh=0.1, kv=0.4, Bh=23.9, Bv= 95.4, Th= 2.39, Mh=//$Mh//, Mv=28.0, I=0.0010, L=8707.1, AE=355.500) #Weiter mit Alpenrhein itself TG 3 (AE=4674.75, AErel=1.0) from OL 21 (kh=0.1, kv=0.4, Bh=14.2, Bv= 56.7, Th= 1.42, Mh=//$Mh//, Mv=//$Mv//, I=0.0011, L=7242.6, AE=125.250) and OL 152 (kh=0.1, kv=0.4, Bh=70, Bv=150, Th= 7.21, Mh=//$Mh//, Mv=//$Mv//, I=0.010, L=12656.8, AE=4525.5000000) and ZL $115 (modus = intern , kh=0.4, kv=0.4, Bh=8.0, Bv=30.0, Th=2.0, Mh=//$Mh//, Mv=//$Mv//, I=0.01, L=1000, AE=184.00 )# Zufluss von Werdenberger Binnenkanal, wenn das Wehr zum Rheintaler Binnenkanal nicht mehr genug Wasser abführen kann TG 150 (AE=5954.25, AErel=1.0) from SUMTRIB 3&16 (kh=0.2, kv=0.4, Bh=80, Bv=250, Th= 7, Mh=//$Mh//, Mv=//$Mv//, I=0.010, L=2207.1, AE=5939.000) # and OL 16 (kh=0.1, kv=0.4, Bh=80, Bv=250, Th= 7, Mh=//$Mh//, Mv=28.0, I=0.0010, L=2207.1, AE=1273.000) TG 151 (AE=6107.75, AErel=1.0) from OL 17 (kh=0.2, kv=0.4, Bh=11.4, Bv= 45.6, Th= 1.14, Mh=//$Mh//, Mv=//$Mv//, I=0.0033, L=5707.1, AE=90.000) and OL 150 (kh=0.2, kv=0.4, Bh=80, Bv=270, Th= 8, Mh=//$Mh//, Mv=//$Mv//, I=0.010, L=6121.3, AE=5951.750) TG 2 (AE=6115.5, AErel=1.0) from OL 151 (kh=0.2, kv=0.4, Bh=80, Bv=270, Th= 8, Mh=//$Mh//, Mv=//$Mv//, I=0.014, L=7242.6, AE=6100.750) TG 1 (AE=6136, AErel=1.0) from OL 2 (kh=0.2, kv=0.4, Bh=80, Bv=270, Th= 8, Mh=//$Mh//, Mv=//$Mv//, I=0.010, L=7621.3, AE=6108.000) # Mündung in den Bodensee - ohne Pegel TG 157 (AE=6141.75, AErel=1.0) from OL 1 (kh=0.2, kv=0.4, Bh=59.4, Bv=277.5, Th= 7.94, Mh=//$Mh//, Mv=//$Mv//, I=0.010, L=7000.0, AE=6130.250) # abstration rules are defined this way: # first row: number of following columns, followed by the julian days for which rules will be established # the Julian day describes the LAST day, the rule is valid for, so the year doesn't have to begin with 1 # but may begin with 31 instead to indicate, that rule one is valid for the entire January. # Also, the last JD doesn't have to be 366 - when no other rule follows the actual rule, the last rule # is valid until the end of the year # other rows: discharge (m^3/s), followed by the abstraction valid for this discharge (m^3/s) # or reservoir volume in m^3, followed by the abstraction in m^3/s --> to differentiate between discharge # in m^3/s and reservoir content in m^3, the keyword "modus = intern_with_rule" must be extended by the # keyword "_from_reservoir", i.e. intern_with_rule_from_reservoir [abstraction_rule_abstraction_//$5//] # power generation water from Curnera, SP 1, TG 40 (25.25 km^2) Turbmax: ? weekdays 5 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4.10e06 5 5 5 5 2.0 2.0 2.0 2.0 2.0 3.0 5 5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 20.5e06 8 8 8 8 2.5 2.5 2.5 2.5 2.5 3.5 8 8 # 80% full, maximum abstraction should be reached right now 35.0e06 8 8 8 8 4 4 4 4 4 4 8 8 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir 41.0e06 8 8 8 8 8 8 8 8 8 8 8 8 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$6//] # power generation water from Curnera, SP 1, TG 40 (25.25 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4.10e06 2.5 2.5 2.5 2.5 0.75 0.75 0.75 0.75 0.75 0.75 2.5 2.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 20.5e06 3.0 3.0 3.0 3.0 1 1 1 1 1 1 3.0 3.0 # 80% full, maximum abstraction should be reached right now 35.0e06 4 4 4 4 1.25 1.25 1.25 1.25 1.25 1.25 4 4 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir 41.0e06 4 4 4 4 4 4 4 4 4 4 4 4 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$11//] # power generation water from Nalps, SP 2, TG 50 (21.75 km^2) Turbmax: ? weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4.50e06 6.5 6.5 6.5 6.5 1.7 1.7 1.7 1.7 1.7 2.5 6.5 6.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 22.5e06 7.3 7.3 7.3 7.3 2.5 2.5 2.5 2.5 2.5 2.5 7.3 7.3 # 80% full, maximum abstraction should be reached right now 45.0e06 8.2 8.2 8.2 8.2 3 3 3 3 3 3 8.2 8.2 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$12//] # power generation water from Nalps, SP 2, TG 50 (21.75 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4.50e06 1.7 1.7 1.7 1.7 0.7 0.7 0.7 0.7 0.7 0.7 1.7 1.7 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 22.5e06 1.7 1.7 1.7 1.7 1 1 1 1 1 1 1.7 1.7 # 80% full, maximum abstraction should be reached right now 45.0e06 1.7 1.7 1.7 1.7 1.3 1.3 1.3 1.3 1.3 1.3 1.7 1.7 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$15//] # power generation water from StMaria, SP 3, TG 55 (27 km^2) Turbmax: ? weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 6.70e06 6.5 6.5 6.5 6.5 2.5 2.5 2.5 2.5 2.5 2.5 6.5 6.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 33.5e06 8.2 8.2 8.2 8.2 3.3 3.3 3.3 3.3 3.3 3.3 8.2 8.2 # 80% full, maximum abstraction should be reached right now 67.0e06 9.8 9.8 9.8 9.8 3.9 3.9 3.9 3.9 3.9 3.9 9.8 9.8 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$16//] # power generation water from StMaria, SP 3, TG 55 (27 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 6.70e06 3.3 3.3 3.3 3.3 0.8 0.8 0.8 0.8 0.8 0.8 3.3 3.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 33.5e06 4.1 4.1 4.1 4.1 1.2 1.2 1.2 1.2 1.2 1.2 4.1 4.1 # 80% full, maximum abstraction should be reached right now 67.0e06 4.9 4.9 4.9 4.9 1.7 1.7 1.7 1.7 1.7 1.7 4.9 4.9 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$26//] # power generation water from Sumvixertal, SP 4, TG 58 (57.25 km^2) Turbmax: ? weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.04e06 17.5 17.5 17.5 17.5 43.8 43.8 43.8 43.8 17.5 17.5 17.5 17.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.22e06 17.5 17.5 17.5 17.5 43.8 43.8 43.8 43.8 17.5 17.5 17.5 17.5 # 80% full, maximum abstraction should be reached right now 0.44e06 17.5 17.5 17.5 17.5 43.8 43.8 43.8 43.8 17.5 17.5 17.5 17.5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$27//] # power generation water from Sumvixertal, SP 4, TG 58 (57.25 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.04e06 6.3 6.3 6.3 6.3 7.5 7.5 7.5 7.5 7.5 7.5 6.3 6.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.22e06 6.3 6.3 6.3 6.3 7.5 7.5 7.5 7.5 7.5 7.5 6.3 6.3 # 80% full, maximum abstraction should be reached right now 0.44e06 6.3 6.3 6.3 6.3 7.5 7.5 7.5 7.5 7.5 7.5 6.3 6.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$29//] # power generation water from Tavanasa, SP 23, TG 69 (0.25 km^2) Turbmax: ? weekdays (filled by abstraction from Vorderrhein 12 m3/s) 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.10e06 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.15e06 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 # 80% full, maximum abstraction should be reached right now 1.00e06 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 16.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$30//] # power generation water from Tavanasa, SP 23, TG 69 (0.25 km^2) Turbmax: ? weekends (filled by abstraction from Vorderrhein 12 m3/s) 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.10e06 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.15e06 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 # 80% full, maximum abstraction should be reached right now 1.00e06 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$34//] # power generation water from Panix, SP 5, TG 70 (21/49.25 km^2) Turbmax: ? weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.705e06 3.1 3.1 3.1 3.1 7.1 7.1 7.1 7.1 7.1 3.1 3.1 3.1 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 3.520e06 3.1 3.1 3.1 3.1 7.1 7.1 7.1 7.1 7.1 3.1 3.1 3.1 # 80% full, maximum abstraction should be reached right now 7.050e06 3.1 3.1 3.1 3.1 7.1 7.1 7.1 7.1 7.1 3.1 3.1 3.1 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$35//] # power generation water from Panix, SP 5, TG 70 (21/49.25 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.705e06 1.5 1.5 1.5 1.5 3.5 3.5 3.5 3.5 3.5 1.5 1.5 1.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 3.520e06 1.5 1.5 1.5 1.5 3.5 3.5 3.5 3.5 3.5 1.5 1.5 1.5 # 80% full, maximum abstraction should be reached right now 7.050e06 1.5 1.5 1.5 1.5 3.5 3.5 3.5 3.5 3.5 1.5 1.5 1.5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$40//] # power generation water from Zervreila, SP 6, TG 75 (56/84 km^2) Turbmax: ? weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 5.000e06 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 50.00e06 13 13 13 13 13 13 13 13 13 13 13 13 # 80% full, maximum abstraction should be reached right now 100.0e06 14.7 14.7 14.7 14.7 14.7 14.7 14.7 14.7 14.7 14.7 14.7 14.7 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$41//] # power generation water from Zervreila, SP 6, TG 75 (56/84 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 5.000e06 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 1.7 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 50.00e06 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 # 80% full, maximum abstraction should be reached right now 100.0e06 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$42//] # power generation water from Egschi, SP 7, TG 80 (106.5 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.05e06 15 15 15 15 20 20 20 20 15 15 15 15 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.51e06 15 15 15 15 20 20 20 20 15 15 15 15 # 80% full, maximum abstraction should be reached right now 1.02e06 15 15 15 15 20 20 20 20 15 15 15 15 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 1234567 1234567 1234567 1234567 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$43//] # power generation water from Egschi, SP 7, TG 80 (106.5 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.05e06 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.51e06 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 # 80% full, maximum abstraction should be reached right now 1.02e06 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$49//] # power generation water from Lago di Lei, SP 8, TG 81 (47/140 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 19.70e06 10 10 10 8 5 5 5 5 5 5 5 5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 31.50e06 50 60 60 45 30 30 30 30 40 40 40 50 # 80% full, maximum abstraction should be reached right now 197.0e06 50 60 60 50 40 40 40 40 40 40 40 50 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$50//] # power generation water from Lago di Lei, SP 8, TG 81 (47/140 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 19.70e06 0 0 0 0 0 0 0 0 0 0 0 0 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 31.50e06 2 2 2 2 2 2 2 2 2 2 2 2 # 80% full, maximum abstraction should be reached right now 197.0e06 2 2 2 2 2 2 2 2 2 2 2 2 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 7 7 7 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$54//] # power generation water from Sufers, SP 9, TG 90 (191/239 km^2) Turbmax: ? weekdeays --> pumped to Lago di Lei in this model version 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 1.83e06 3.0 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 15.5e06 3.0 19.5 19.5 19.5 26 32.5 32.5 32.5 26 19.5 19.5 19.5 19.5 # 80% full, maximum abstraction should be reached right now 18.3e06 4.8 39 39 39 39 39 39 39 39 39 39 39 39 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$55//] # power generation water from Sufers, SP 9, TG 90 (191/239 km^2) Turbmax: ? weekends pumped to Lago di Lei in this model version 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 1.83e06 0 0 0 0 0 0 0 0 0 0 0 0 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 15.5e06 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 # 80% full, maximum abstraction should be reached right now 18.3e06 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$60//] #power generation water from Marmorera, SP 10, TG 94 (88/134 km^2) Turbmax: ? weekdeays 6 10 70 91 121 152 168 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 6.20e06 6.3 6.3 6.3 3.8 0 0 0 0 0 6.3 6.3 6.3 # 10% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 31.0e06 20 20 20 20 0 0 0 0 0 20 20 20 # 50.0e06 25 25 25 25 0 0 0 0 0 25 25 25 # 50.0e06 25 25 25 25 29.6 29.6 29.6 29.6 29.6 25 25 25 # 62.0e06 33.8 33.8 33.8 33.8 33.8 33.8 33.8 33.8 33.8 33.8 33.8 33.8 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$61//] # power generation water from Marmorera, SP 10, TG 94 (88/134 km^2) Turbmax: ? weekends 6 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 6.20e06 2.5 2.5 2.5 1.3 0 0 0 0 0 2.5 2.5 2.5 # 10% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 31.0e06 2.5 2.5 2.5 2.5 0 0 0 0 0 2.5 2.5 2.5 # 50.0e06 5 5 5 5 1.3 0 0 0 0 5 5 5 # 50.0e06 5 5 5 5 1.3 2.5 2.5 2.5 2.5 5 5 5 # 62.0e06 5 5 5 5 2.5 2.5 2.5 2.5 2.5 5 5 5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) # this is the weekdays abstraction from the Albula river without regarding the reservoir Burvagn [abstraction_rule_abstraction_//$62//] # bypassing water from Tinizong for power generation in Tiefencastel/Solis, no reservoir (SP) but abstraction from the river (AB Burvagn), TG 100 (307 km^2) Turbmax: ? weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 1.8 0 0 0 0 0 0 0 0 0 0 0 0 # 2.4 m3/s sind Restwassermenge, die in Julia bleibt 12.4 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 # 2000 15 15 15 15 15 15 15 15 15 15 15 15 # always limit the abstracted water to 10m3/s TargetCap = 300 300 300 300 300 300 300 300 300 300 300 300 # WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) # this is the weekend abstraction from the Albula river without regarding the reservoir Burvagn [abstraction_rule_abstraction_//$63//] # bypassing water from Tinizong for power generation in Tiefencastel/Solis, no reservoir (SP) but abstraction from the river (AB Burvagn), TG 100 (307 km^2) Turbmax: ? weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 1.8 0 0 0 0 0 0 0 0 0 0 0 0 # 2.4 m3/s sind Restwassermenge, die in Julia bleibt 12.4 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 # 1000 15 15 15 15 15 15 15 15 15 15 15 15 # always limit the abstracted water to 10m3/s TargetCap = 300 300 300 300 300 300 300 300 300 300 300 300 # WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$64//] #power generation water from Solis to Central Sils, SP 11, TG 101 (307 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.4e06 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 # 10% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 2.0e06 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 # 4.0e06 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 27.5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 400 400 400 400 400 400 400 400 400 400 400 400 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$65//] #power generation water from Solis to Central Sils, SP 11, TG 101 (307 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.4e06 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 # 10% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 2.0e06 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 # 4.0e06 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 400 400 400 400 400 400 400 400 400 400 400 400 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$66//] #power generation water from Solis to Central Rothenbrunnen, SP 11, TG 101 (307 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.4e06 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 2.0e06 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 # 80% full, maximum abstraction should be reached right now 4.0e06 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 31.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 400 400 400 400 400 400 400 400 400 400 400 400 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$67//] #power generation water from Solis to Central Rothenbrunnen, SP 11, TG 101 (307 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.4e06 5 5 5 5 5 5 5 5 5 5 5 5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 2.0e06 5 5 5 5 5 5 5 5 5 5 5 5 # 80% full, maximum abstraction should be reached right now 4.0e06 5 5 5 5 5 5 5 5 5 5 5 5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 400 400 400 400 400 400 400 400 400 400 400 400 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 20 20 20 20 20 20 20 20 20 20 20 20 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$69//] #power generation water from Davosersee to Landquart basin, SP 12, TG 102 (6.5/42 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4.07e06 2.5 2.5 2.5 1.3 1.3 1.3 1.3 1.3 1.3 2.5 2.5 2.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 15.7e06 3.8 3.8 3.8 3.8 1.3 1.3 1.3 1.3 1.3 3.8 3.8 3.8 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 16.0e06 5 5 5 5 2.5 2.5 2.5 2.5 2.5 5 5 5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$70//] #power generation water from Davosersee to Landquart basin, SP 12, TG 102 (6.5/42 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4.07e06 0 0 0 0 0.6 0.6 0.6 0.6 0.6 0 0 0 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 15.7e06 1.3 1.3 1.3 1.3 0.6 0.6 0.6 0.6 0.6 1.3 1.3 1.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 16.0e06 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$76//] #power generation water from Gigerwald basin, SP 13, TG 110 (44/87 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 3.34e06 7.5 7.5 7.5 7.5 13.2 13.2 13.2 13.2 13.2 7.5 7.5 7.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 16.7e06 7.5 7.5 7.5 7.5 13.2 13.2 13.2 13.2 13.2 7.5 7.5 7.5 # 80% full, maximum abstraction should be reached right now 33.4e06 9.5 9.5 9.5 9.5 15 15 15 15 15 9.5 9.5 9.5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$77//] #power generation water from Gigerwald basin, SP 13, TG 110 (44/87 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 3.34e06 3.8 3.8 3.8 3.8 6.6 6.6 6.6 6.6 6.6 3.8 3.8 3.8 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 16.7e06 3.8 3.8 3.8 3.8 6.6 6.6 6.6 6.6 6.6 3.8 3.8 3.8 # 80% full, maximum abstraction should be reached right now 33.4e06 3.8 3.8 3.8 3.8 6.6 6.6 6.6 6.6 6.6 3.8 3.8 3.8 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$78//] #power generation water from Mapragg basin, SP 14, TG 116 (121/164 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.27e06 8.8 8.8 8.8 8.8 16.3 16.3 16.3 16.3 16.3 8.8 8.8 8.8 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 1.35e06 8.8 8.8 8.8 8.8 16.3 16.3 16.3 16.3 16.3 8.8 8.8 8.8 # 80% full, maximum abstraction should be reached right now 2.70e06 8.8 8.8 8.8 8.8 16.3 16.3 16.3 16.3 16.3 8.8 8.8 8.8 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$79//] #power generation water from Mapragg basin, SP 14, TG 116 (121/164 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.27e06 4.4 4.4 4.4 4.4 8.1 8.1 8.1 8.1 8.1 4.4 4.4 4.4 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 1.35e06 4.4 4.4 4.4 4.4 8.1 8.1 8.1 8.1 8.1 4.4 4.4 4.4 # 80% full, maximum abstraction should be reached right now 2.70e06 4.4 4.4 4.4 4.4 8.1 8.1 8.1 8.1 8.1 4.4 4.4 4.4 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 6 6 6 6 6 6 6 6 6 6 6 6 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 9 9 9 9 9 9 9 9 9 9 9 9 # at which time should the abstraction stop (time format as for start time) start2_hour = 17 17 17 17 17 17 17 17 17 17 17 17 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 21 21 21 21 21 21 21 21 21 21 21 21 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$81//] #power generation water from Luenersee basin, SP 15, TG 120 (11/15.75 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 7.83e06 2.3 2.3 2.3 2.3 1.4 1.4 1.4 1.4 1.4 2.3 2.3 2.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 39.1e06 2.3 2.3 2.3 2.3 1.4 1.4 1.4 1.4 1.4 2.3 2.3 2.3 # 80% full, maximum abstraction should be reached right now 78.3e06 2.3 2.3 2.3 2.3 1.4 1.4 1.4 1.4 1.4 2.3 2.3 2.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$82//] #power generation water from Luenersee basin, SP 15, TG 120 (11/15.75 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 7.83e06 2.3 2.3 2.3 2.3 1.4 1.4 1.4 1.4 1.4 2.3 2.3 2.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 39.1e06 2.3 2.3 2.3 2.3 1.4 1.4 1.4 1.4 1.4 2.3 2.3 2.3 # 80% full, maximum abstraction should be reached right now 78.3e06 2.3 2.3 2.3 2.3 1.4 1.4 1.4 1.4 1.4 2.3 2.3 2.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$84//] #power generation water from Sivretta reservoir, SP 17, TG 128 (54/64 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 3.90e06 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 19.5e06 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 # 80% full, maximum abstraction should be reached right now 39.0e06 5.6 5.6 5.6 5.6 6.9 6.9 6.9 6.9 6.9 6.9 5.6 5.6 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$85//] #power generation water from Sivretta reservoir, SP 17, TG 128 (54/64 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 3.90e06 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 19.5e06 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 # 80% full, maximum abstraction should be reached right now 39.0e06 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$90//] #power generation water from Vermunt reservoir, SP 16, TG 123 (54/130 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.53e06 8.1 8.1 8.1 8.1 15 15 15 15 15 8.1 8.1 8.1 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 2.65e06 8.1 8.1 8.1 8.1 17.5 17.5 17.5 17.5 17.5 8.1 8.1 8.1 # 80% full, maximum abstraction should be reached right now 5.30e06 9.4 9.4 9.4 9.4 20 20 20 20 20 9.4 9.4 9.4 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$91//] #power generation water from Vermunt reservoir, SP 16, TG 123 (54/130 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.53e06 4 4 4 4 7.5 7.5 7.5 7.5 5 4 4 4 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 2.65e06 4 4 4 4 7.5 7.5 7.5 7.5 5 4 4 4 # 80% full, maximum abstraction should be reached right now 5.30e06 4 4 4 4 7.5 7.5 7.5 7.5 5 4 4 4 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$100//] #power generation water from Kops reservoir, SP 18, TG 130 (6.25/150 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4.46e06 8.2 8.2 8.2 8.2 13 13 13 13 13 8.2 8.2 8.2 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 22.3e06 14.7 14.7 14.7 14.7 26 26 26 26 26 14.7 14.7 14.7 # 80% full, maximum abstraction should be reached right now 44.6e06 17.9 17.9 17.9 17.9 29.3 29.3 29.3 29.3 29.3 17.9 17.9 17.9 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$101//] #power generation water from Kops reservoir, SP 18, TG 130 (6.25/150 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4.46e06 5.7 5.7 5.7 5.7 6.5 6.5 6.5 6.5 6.5 9 9 5.7 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 22.3e06 6.5 6.5 6.5 6.5 13 13 13 13 13 6.5 6.5 6.5 # 80% full, maximum abstraction should be reached right now 44.6e06 7.3 7.3 7.3 7.3 14.7 14.7 14.7 14.7 14.7 7.3 7.3 7.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$102//] # this is the weekdays abstraction from the Ill river into reservoir Rodund (TG 145) 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 10 0 0 0 0 0 0 0 0 0 0 0 0 # 58 60 60 60 60 60 60 60 60 60 60 60 60 # 1000 60 60 60 60 60 60 60 60 60 60 60 60 # always limit the abstracted water to 48m3/s TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$103//] # this is the weekdays abstraction from the Ill river into reservoir Rodund (TG 145) 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 4 0 0 0 0 0 0 0 0 0 0 0 0 # 58 60 60 60 60 60 60 60 60 60 60 60 60 # 1000 60 60 60 60 60 60 60 60 60 60 60 60 # always limit the abstracted water to 48m3/s TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$104//] #power generation water from Rodund reservoir, SP 19, TG 145 (0.5/470 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.15e06 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.75e06 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 # 80% full, maximum abstraction should be reached right now 1.50e06 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 81.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$105//] #power generation water from Rodund reservoir, SP 19, TG 145 (0.5/470 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.15e06 40 40 40 40 40 40 40 40 40 40 40 40 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.75e06 40 40 40 40 40 40 40 40 40 40 40 40 # 80% full, maximum abstraction should be reached right now 1.50e06 40 40 40 40 40 40 40 40 40 40 40 40 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$106//] #power generation water from Ruggal reservoir, SP 20, TG 141 (156 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.13e06 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.65e06 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 # 80% full, maximum abstraction should be reached right now 1.30e06 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 350 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$107//] #power generation water from Ruggal reservoir, SP 20, TG 141 (156 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.13e06 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 0.65e06 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 # 80% full, maximum abstraction should be reached right now 1.30e06 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 6.3 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$110//] #power generation water from Spullersee reservoir, SP 21, TG 142 (15.25 km^2) Turbmax: ? weekdeays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 1.57e06 2 2 2 2 1.3 1.3 1.3 1.3 1.3 2 2 2 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 7.85e06 2 2 2 2 1.3 1.3 1.3 1.3 1.3 2 2 2 # 80% full, maximum abstraction should be reached right now 15.7e06 2 2 2 2 1.3 1.3 1.3 1.3 1.3 2 2 2 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$111//] #power generation water from Spullersee reservoir, SP 21, TG 142 (15.25 km^2) Turbmax: ? weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 1.57e06 0.9 0.9 0.9 0.9 0.5 0.5 0.5 0.5 0.5 0.9 0.9 0.9 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 7.85e06 0.9 0.9 0.9 0.9 0.5 0.5 0.5 0.5 0.5 0.9 0.9 0.9 # 80% full, maximum abstraction should be reached right now 15.7e06 0.9 0.9 0.9 0.9 0.5 0.5 0.5 0.5 0.5 0.9 0.9 0.9 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 360 360 360 360 360 360 360 360 360 360 360 360 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$112//] #power generation water from Mapragg into Tamina 4 104 135 181 227 273 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 1.7 1.7 1.1 1.7 0 # empty -> no abstraction possible 0.27e06 0 1.4 2.1 1.4 2.1 0 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 1.35e06 0 1.4 2.1 1.4 2.1 0 # 80% full, maximum abstraction should be reached right now 2.70e06 0 1.4 2.1 1.4 2.1 0 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 2.26 2.26 2.83 2.26 2.83 2.26 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 1234567 1234567 1234567 1234567 1234567 1234567 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$113//] #power generation water from Gaenglisee Malbun/Valuena reservoir, SP 24, TG 158 (24.75 km^2) weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.5e05 1.5 1.5 1.5 1.5 1.9 1.9 1.9 1.9 1.9 1.5 1.5 1.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 1.3e05 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 # 80% full, maximum abstraction should be reached right now 1.4e05 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 36 36 36 36 36 36 36 36 36 36 36 36 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$114//] #power generation water from Gaenglisee Malbun/Valuena reservoir, SP 24, TG 158 (24.75 km^2) weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.5e05 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 1.3e05 1 1 1 1 1 1 1 1 1 1 1 1 # 80% full, maximum abstraction should be reached right now 1.4e05 1 1 1 1 1 1 1 1 1 1 1 1 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 36 36 36 36 36 36 36 36 36 36 36 36 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$116//] #power generation water from Litzelrüti reservoir, SP 25, TG 308 (113 km^2) weekdays 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.2e06 1.5 1.5 1.5 1.5 1.9 1.9 1.9 1.9 1.9 1.5 1.5 1.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 1.1e06 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 # 80% full, maximum abstraction should be reached right now 1.2e06 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 1.9 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 36 36 36 36 36 36 36 36 36 36 36 36 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 12345 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) [abstraction_rule_abstraction_//$117//] #power generation water from Litzelrüti reservoir, SP 25, TG 308 (113 km^2) weekends 4 10 70 91 121 152 182 213 244 274 320 356 366 # Julian Days; here: end of the months (rules are valid for the period BEFORE the given JD) 0 0 0 0 0 0 0 0 0 0 0 0 0 # empty -> no abstraction possible 0.2e06 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 # 20% full (and more): start power generation, increasing linearly until 80% of the reservoir is filled 1.1e06 1 1 1 1 1 1 1 1 1 1 1 1 # 80% full, maximum abstraction should be reached right now 1.2e06 1 1 1 1 1 1 1 1 1 1 1 1 # full, spillway (flood relief) comes into action if more discharge than given by TargetCap is flowing into the reservoir TargetCap = 36 36 36 36 36 36 36 36 36 36 36 36 # maximum capacity of the target river: abstraction is reduced automatically if the resulting total runoff would be higher (works best with single infliws into a river) WeekDays = 67 67 67 67 67 67 67 67 67 67 67 67 # defines the days of week (ranging from 1 for Monday to 7 for Sunday) the rule is active. On other days, no abstraction is abstracted start_hour = 7 7 7 7 7 7 7 7 7 7 7 7 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop_hour = 10 10 10 10 10 10 10 10 10 10 10 10 # at which time should the abstraction stop (time format as for start time) start2_hour = 18 18 18 18 18 18 18 18 18 18 18 18 # at which time should the abstraction start (0=at midnight, 12=at noon, 21=in the evening at 21:00 etc.) stop2_hour = 22 22 22 22 22 22 22 22 22 22 22 22 # at which time should the abstraction stop (time format as for start time) # the reservoirs must have an abstraction rule as well, even if they have no abstraction at all or a constant abtraction (Restwassermenge) only #if a capacity for the flood [abstraction_rule_reservoir_1] # Curnera, HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 7 366 0 0 # = leer 41.00e06 0 # = voll -> kein Abfluss bis zu diesem Inhalt/Wasserstand 41.15e06 20 # HW-Entlastung springt an 41.45e06 50 # 41.60e06 80 # HQ 100 41.81e06 120 # HQ 1000, darueber hinaus Inflos = outflow bzw. linearer Anstieg 42.00e06 2000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_2] # Nalps, HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 7 366 0 0 45.00e06 0 # leer 45.36e06 20 # HW-Entlastung springt an 45.64e06 50 # 45.91e06 80 # ca. HQ 100 46.09e06 105 # ca. HQ 1000 50.10e06 105 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_3] # St. Maria, HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 8 366 0 0 # leer 67.00e06 0 # HW-Entlastung springt an 67.53e06 20 # 67.80e06 40 # 68.33e06 80 # 68.77e06 130 # ca. HQ 100 69.12e06 180 # ca. HQ 1000 73.20e06 180 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_4] # AB Sumvix 8 366 0 0 # leer 4.40e05 0 # HW-Entlastung springt an 4.50e05 3 # 4.60e05 10 # 4.70e05 15 # 4.80e05 20 # ca. HQ 100 4.90e05 30 # ca. HQ 1000 5.00e06 250 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_5] # Panix, HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 9 366 0 0 # leer 7.05e06 0 # HW-Entlastung springt an 7.26e06 1 # 7.47e06 10 # 7.67e06 17 # 8.09e06 38 # 8.92e06 80 # ca. HQ 100 9.12e06 100 # ca. HQ 1000 9.20e06 100 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_6] # Zervreila HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 7 366 0 0 # 0..Vollstau (Stauziel - ohne Ueberlauf) 100.00e06 0 # HW-Entlastung springt an 100.40e06 20 # 100.64e06 50 # 100.97e06 100 # ca. HQ ??? 101.61e06 250 # ca. HQ ??? 110.10e06 250 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_7] # AB Egschhi 7 366 0 0 # 0..Vollstau (Stauziel - ohne berlauf) 1.02e06 0 # HW-Entlastung springt an 1.07e06 5 # 1.12e06 30 # 1.17e06 60 # ca. HQ ??? 1.22e06 120 # ca. HQ ??? 1.50e06 120 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_8] # Lago di Lei HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 12 366 0 0 # 0..Vollstau (Stauziel - ohne berlauf) 20.00e06 0.5 # Restwasser 196.00e06 0.5 # Restwasser 197.00e06 10 # HW-Entlastung springt an 198.01e06 20 # 199.03e06 50 # 202.27e06 200 # 203.90e06 300 # 209.17e06 325 # Sprung wegen AUfstau bei Schussrinne, siehe Vorstudie Alpenrhein 209.99e06 400 # 210.00e06 500 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 230.00e06 1000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_9] # Sufers HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 7 366 0 0 # 0..Vollstau (Stauziel - ohne Ueberlauf) 2.00e06 0.5 # Restwasser 18.30e06 0.5 # HW-Entlastung springt an 18.48e06 5 # HQ 100 (?) 20.00e06 150 # in = out, ziemlich linearer Anstieg 22.00e06 250 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 24.00e06 500 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_10] # Marmorera HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 13 366 0 0 # leer 5.000e06 0.5 # Restwasser 32.000e06 0.5 # Restwasser 60.000e06 0.5 # HW-Entlastung springt an 62.000e06 1 # HW-Entlastung springt an 62.014e06 20 # 62.140e06 70 # 62.280e06 85 # 62.420e06 115 # 62.980e06 300 # 63.400e06 320 # 63.50e06 400 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 70.50e06 1000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_11] # Solis (nutzbar: 1.46 Mio m^3, aber max. 4 Mio Inhalt -> also zwischen 2.54 und 4 Mio) 9 366 0 0 # leer 1.000e06 10 # Restwasser 3.000e06 10 # Restwasser 4.000e06 10 # HW-Entlastung springt an 4.060e06 150 # 4.310e06 250 # 4.810e06 500 # 5.000e06 1000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 6.000e06 2000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_12] # Davosersee (keine Angaben zur HW-Entlastung) 5 366 0 0 # leer 16.000e06 0 # HW-Entlastung springt an 16.100e06 10 # 17.000e06 20 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 20.000e06 30 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_13] # Gigerwald HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 9 366 0 0 # leer 33.400e06 0 # HW-Entlastung springt an 33.470e06 5 # 33.540e06 10 # 33.690e06 40 # 33.900e06 100 # 34.100e06 200 # 34.200e06 300 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 40.200e06 400 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_14] # Mapragg HW-Entlastung (bzw. Abgaberegel in Unterwasser = nur bei HW-Entlastung) 7 104 273 366 0 0 0.1 0 # leer 2.700e06 0 0.4 0 # HW-Entlastung springt an 2.890e06 5 5 5 # 3.210e06 25 25 25 # 3.600e06 65 65 65 # 4.240e06 160 160 160 # 4.300e06 160 160 160 #zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_15] # Luenersee keine Angaben zur HW-Entlastung, also Annahme von 200m3/s bei 1m berstau 5 366 0 0 # leer 78.300e06 0 # HW-Entlastung springt an 79.850e06 200 # 80.000e06 200 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 85.000e06 2000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_16] # Vermunt 5 366 0 0 # leer 5.300e06 0 # HW-Entlastung springt an 5.400e06 100 # ist nur eine Annahme 5.410e06 200 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 6.410e06 1000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_17] # Silvretta 5 366 0 0 # leer 39.000e06 0 # HW-Entlastung springt an 39.655e06 100 # ist nur eine Annahme, entspricht 0.5m Ueberstau ueber max. statischem Inhalt 39.700e06 200 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 42.700e06 1000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_18] # Kops 5 366 0 0 # leer 44.600e06 0 # HW-Entlastung springt an 55.100e06 150 # ist nur eine Annahme, entspricht 0.5m Ueberstau ueber max. statischem Inhalt 55.200e06 250 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 57.200e06 1000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_19] # AB Rodund 6 366 0 0 # leer 1.500e06 0 # HW-Entlastung springt an 1.550e06 20 # ist nur eine Annahme, keine genauen Zahlen... 1.600e06 30 # 1.800e06 100 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 2.000e06 400 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_20] # Raggal, Daten aus aus HW-Entlastungs-Kurve 9 366 0 0 # leer 1.300e06 0 # HW-Entlastung springt an 1.318e06 40 # 1.330e06 120 # 1.345e06 320 # 1.360e06 450 # 1.405e06 500 # aus HW-Entlastungs-Kurve 1.800e06 1000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 2.440e06 2000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_21] # Spullersee, keine Angaben zur HW-Entlastung vorhanden 9 366 0 0 # leer 15.700e06 0 # HW-Entlastung springt an 15.750e06 40 # 15.800e06 120 # 15.850e06 320 # 15.900e06 450 # 15.950e06 500 # 17.000e06 1000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen 20.000e06 2000 # zur Sicherheit, damit keine internen Bilanzfehler entstehen [abstraction_rule_reservoir_22] # nicht implementiert (Kiesgruben - wirken nicht als Speicher, weil sie nicht im Weg eines Fliessgewaessers liegen) 3 366 0 0 # leer 3.0e06 0 # voll 6.0e06 0 # immer voller - aber es gibt keine Routingregel mit diesem Speicher, und es fliesst auch ein FLuss rein, also gibt es keinen berlauf. [abstraction_rule_reservoir_23] # AB Tavanasa -- nur Sch tzwerte 6 366 0 0 1.0e06 0 1.1e06 10 1.2e06 20 1.4e06 50 1.6e06 200 # immer voller - aber es gibt keine Routingregel mit diesem Speicher, und es fliesst auch ein FLuss rein, also gibt es keinen berlauf. 2.0e06 1000 # immer voller - aber es gibt keine Routingregel mit diesem Speicher, und es fliesst auch ein FLuss rein, also gibt es keinen berlauf. [abstraction_rule_reservoir_24] # Gaenglisee Malbun/Valuena 4 366 0 0 1.30e05 0 1.31e05 10 1.50e05 20 [abstraction_rule_reservoir_25] # Gaenglisee Malbun/Valuena 4 366 0 0 0.10e06 0.05 1.10e06 0.05 1.11e06 10 1.20e06 20 # declaring some common variables for vegetation period dependent grid-writing # default (if not used in land use table at all) is JDVegReset = 1 and JDVegWrite = 365 $set $JDVegReset = 1 $set $JDVegWrite = 365 [multilayer_landuse] 17 # count of multilayer landuses 1 Wasserflaechen { Landuse_Layers = 16, -9999; k_extinct = 0.3; LAI_scale = 20;} 2 Bebauung { Landuse_Layers = 2, -9999; k_extinct = 0.3; LAI_scale = 20;} 3 Teilbebauung { Landuse_Layers = 1, -9999; k_extinct = 0.3; LAI_scale = 20;} 4 Wald { Landuse_Layers = 13, 4; k_extinct = 0.3; LAI_scale = 20;} 5 offener_Wald { Landuse_Layers = 14, 6; k_extinct = 0.3; LAI_scale = 20;} 6 Gebueschwald { Landuse_Layers = 10, 4; k_extinct = 0.3; LAI_scale = 20;} 7 Ackerland { Landuse_Layers = 7, -9999; k_extinct = 0.3; LAI_scale = 20;} 8 Gruenland { Landuse_Layers = 5, -9999; k_extinct = 0.3; LAI_scale = 20;} 9 Obstbauflaechen { Landuse_Layers = 17, 4; k_extinct = 0.3; LAI_scale = 20;} 10 Gebuesch { Landuse_Layers = 10, -9999; k_extinct = 0.3; LAI_scale = 20;} 11 verbuschtes_Weidel { Landuse_Layers = 9, -9999; k_extinct = 0.3; LAI_scale = 20;} 12 uebrige_Gruenfl { Landuse_Layers = 6, -9999; k_extinct = 0.3; LAI_scale = 20;} 13 Moore_Suempfe { Landuse_Layers = 15, -9999; k_extinct = 0.3; LAI_scale = 20;} 14 versteinte_wiesen { Landuse_Layers = 4, -9999; k_extinct = 0.3; LAI_scale = 20;} 15 Felsflaechen_Oedland { Landuse_Layers = 3, -9999; k_extinct = 0.3; LAI_scale = 20;} 16 Gletscher { Landuse_Layers = 22, -9999; k_extinct = 0.3; LAI_scale = 20;} 21 Deponien { Landuse_Layers = 3, -9999; k_extinct = 0.3; LAI_scale = 20;} [landuse_table] 19 1 teilversiegelte_Flaechen {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.3; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; rsc = 100 100 100 80 75 75 75 75 80 90 100 100 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 150 150 150 150 150 150 150 150 150 150 150 150 ; LAI = 1 1 1 1 1 1 1 1 1 1 1 1 ; Z0 = 1 1 1 1 1 1 1 1 1 1 1 1 ; VCF = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; RootDepth = 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 2 versiegelte_Flaechen {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.2; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; rsc = 100 100 100 100 100 100 100 100 100 100 100 100 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 1 1 1 1 1 1 1 1 1 1 1 1 ; Z0 = 1 1 1 1 1 1 1 1 1 1 1 1 ; VCF = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; RootDepth = 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 3 vegetationslose_Flaechen {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.2; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; rsc = 100 100 100 100 100 100 100 100 100 100 100 100 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 150 150 150 150 150 150 150 150 150 150 150 150 ; LAI = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; Z0 = 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ; VCF = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; RootDepth = 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 4 spaerliche_Vegetation {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.2; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; rsc = 90 90 80 65 65 60 60 60 65 70 90 90 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 150 150 150 150 150 150 150 150 150 150 150 150 ; LAI = 1 1 1 1.5 1.5 2 2 2 1.5 1.5 1 1 ; Z0 = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; VCF = 0.2 0.2 0.2 0.2 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 ; RootDepth = 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 5 Intensiv-Gruenland {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.6; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 ; rsc = 90 90 80 70 65 60 55 60 65 70 90 90 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 2 2 2 3 4 4 4 4 3 2 2 2 ; Z0 = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; VCF = 0.95 0.95 0.95 0.95 1.0 1.0 1.0 1.0 0.95 0.95 0.95 0.95 ; RootDepth = 0.3 0.3 0.4 0.5 0.5 0.6 0.6 0.5 0.5 0.4 0.3 0.3 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 6 Extensiv-Gruenland {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.4; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 ; rsc = 90 90 80 60 50 50 45 50 55 60 90 90 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 2 2 2 2 3 3 3 3 3 2 2 2 ; Z0 = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; VCF = 0.9 0.9 0.9 0.95 1.0 1.0 1.0 1.0 0.95 0.9 0.9 0.9 ; RootDepth = 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 7 Intensiv-Ackerland_unbewaessert {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.4; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 ; rsc = 80 80 75 65 60 50 50 50 65 75 90 90 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 1 1 2 3 4 5 5 4 3 2 1 1 ; Z0 = 0.1 0.1 0.1 0.15 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 ; VCF = 0.3 0.3 0.3 0.7 0.8 0.95 0.95 0.8 0.7 0.3 0.3 0.3 ; RootDepth = 0.15 0.15 0.2 0.4 0.5 0.5 0.5 0.5 0.4 0.2 0.15 0.15 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 8 Extensiv-Ackerland {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.4; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 ; rsc = 80 80 75 65 60 50 50 50 65 75 90 90 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 1 1 2 3 4 4 4 4 3 2 1 1 ; Z0 = 0.1 0.1 0.1 0.15 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 ; VCF = 0.3 0.3 0.3 0.5 0.8 0.8 0.8 0.7 0.6 0.3 0.3 0.3 ; RootDepth = 0.15 0.15 0.2 0.4 0.5 0.5 0.5 0.5 0.4 0.2 0.15 0.15 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 9 Heidevegetation {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.6; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; rsc = 80 80 70 60 55 50 50 55 60 65 70 80 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 3 3 3 4 4 4 4 4 3 3 3 3 ; Z0 = 0.1 0.1 0.1 0.15 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 ; VCF = 1 1 1 1 1 1 1 1 1 1 1 1 ; RootDepth = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 10 Busch-Kraut-Vegetation_mitteldicht {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.6; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; rsc = 80 80 70 60 55 50 50 55 60 65 70 80 ; # rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 3 3 3 4 5 5 4 4 3 3 3 3 ; Z0 = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; VCF = 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 ; RootDepth = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 11 Laubwald {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.6; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 ; rsc = 100 100 95 65 50 50 50 50 55 75 100 100 ; rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 1 1 4 4 6 8 8 7 6 4 1 1 ; Z0 = 2 2 2 3 5 5 5 5 4 3 2 2 ; VCF = 0.7 0.7 0.7 0.8 0.95 0.95 0.95 0.95 0.9 0.8 0.7 0.7 ; RootDepth = 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 12 Nadelwald {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.6; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 ; rsc = 80 80 75 55 45 45 45 50 55 65 80 80 ; rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 6 6 8 8 10 10 10 10 8 8 6 6 ; Z0 = 3 3 3 3 3 3 3 3 3 3 3 3 ; VCF = 0.9 0.9 0.9 0.9 0.95 0.95 0.95 0.95 0.95 0.9 0.9 0.9 ; RootDepth = 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 13 Mischwald {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.6; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 ; rsc = 90 90 85 70 65 65 65 65 70 75 90 90 ; rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 3 3 3 6 8 8 8 8 8 6 3 3 ; Z0 = 2.5 2.5 2.5 3.0 3.5 4.5 4.5 4.5 4.0 3.0 2.5 2.5 ; VCF = 0.8 0.8 0.8 0.9 0.92 0.92 0.92 0.92 0.9 0.8 0.8 0.8 ; RootDepth = 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 14 locker_baumbestanden {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.5; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 ; rsc = 90 90 85 60 55 55 55 55 60 75 90 90 ; rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 200 200 200 200 200 200 200 200 200 200 200 200 ; LAI = 2.5 2.5 2.5 3.5 4.0 4.0 4.0 4.0 3.5 2.5 2.5 2.5 ; Z0 = 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 ; VCF = 0.4 0.4 0.4 0.4 0.8 0.9 0.9 0.9 0.7 0.4 0.4 0.4 ; RootDepth = 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 15 Moore_Suempfe {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.5; IntercepCap = 0.0; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 ; rsc = 50 50 40 40 30 30 30 40 40 40 50 50 ; rs_interception = 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 ; rs_evaporation = 100 100 100 100 100 100 100 100 100 100 100 100 ; LAI = 3 3 3 3 4 4 4 4 3 3 3 3 ; Z0 = 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ; VCF = 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 ; RootDepth = 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 ; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 16 Wasserflaechen {method = VariableDayCount; RootDistr = 1; TReduWet = 1; LimitReduWet = 1; HReduDry = 150; IntercepCap = 0; JulDays = 365; Albedo = 0.15; rsc = 1; rs_interception = 0; rs_evaporation = 0; LAI = 1; Z0 = 0.1; VCF = 1; RootDepth = 1; AltDep = 0; } 17 horticulture {method = VariableDayCount; RootDistr = 1.0; TReduWet = 0.95; LimitReduWet = 0.5; HReduDry = 3.45; IntercepCap = 0.35; JulDays = 15 46 74 105 135 166 196 227 258 288 319 349 ; Albedo = 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25; rsc = 100 100 90 80 55 55 55 55 65 75 100 100; rs_interception = 100 100 90 60 50 50 50 50 50 70 100 100; rs_evaporation = 280 280 280 280 280 280 280 280 280 280 280 280; LAI = 0.5 0.5 0.5 2 4 5 5 5 4 3 0.5 0.5; Z0 = 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0; VCF = 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75; RootDepth = 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8; AltDep = 0.025 0.025 0.025 0.025 0.025 0.025 -0.025 -0.025 -0.025 -0.025 -0.025 -0.025; } 22 Eisflaechen {method = VariableDayCount; RootDistr = 1; TReduWet = 1; LimitReduWet = 1; HReduDry = 150; IntercepCap = 0; JulDays = 365; Albedo = 0.38; rsc = 100; rs_interception = 0; rs_evaporation = 400; LAI = 1.0; Z0 = 0.05; VCF = 1.0; RootDepth = 0.1; AltDep = 0; } 23 Firnflaechen {method = VariableDayCount; RootDistr = 1; TReduWet = 1; LimitReduWet = 1; HReduDry = 150; IntercepCap = 0; JulDays = 365; Albedo = 0.60; rsc = 100; rs_interception = 0; rs_evaporation = 400; LAI = 1.0; Z0 = 0.05; VCF = 1.0; RootDepth = 0.1; AltDep = 0; } #---------------------------------- # 0.3x # #$set $1e3 = 0.33e-3 # #$set $9e4 = 3.00e-4 #$set $8e4 = 2.67e-4 #$set $7e4 = 2.33e-4 #$set $6e4 = 2.00e-4 #$set $5e4 = 1.67e-4 #$set $4.5e4 = 1.50e-4 #$set $4e4 = 1.33e-4 #$set $3.5e4 = 1.17e-4 #$set $3.2e4 = 1.07e-4 #$set $3e4 = 1.00e-4 #$set $2.5e4 = 0.83e-4 #$set $2.2e4 = 0.73e-4 #$set $2e4 = 0.67e-4 #$set $1.7e4 = 0.57e-4 #$set $1.5e4 = 0.50e-4 #$set $1.4e4 = 0.47e-4 #$set $1.3e4 = 0.43e-4 #$set $1.2e4 = 0.40e-4 #$set $1e4 = 0.33e-4 # #$set $9e5 = 3.00e-5 #$set $8e5 = 2.67e-5 #$set $7e5 = 2.33e-5 #$set $6e5 = 2.00e-5 #$set $5e5 = 1.67e-5 #$set $4.5e5 = 1.50e-5 #$set $4e5 = 1.33e-5 #$set $3.5e5 = 1.17e-5 #$set $3.2e5 = 1.07e-5 #$set $3e5 = 1.00e-5 #$set $2.5e5 = 0.83e-5 #$set $2.2e5 = 0.73e-5 #$set $2e5 = 0.67e-5 #$set $1.7e5 = 0.57e-5 #$set $1.5e5 = 0.50e-5 #$set $1.4e5 = 0.47e-5 #$set $1.3e5 = 0.43e-5 #$set $1.2e5 = 0.40e-5 #$set $1e5 = 0.33e-5 # #$set $9e6 = 3.00e-6 #$set $8e6 = 2.67e-6 #$set $7e6 = 2.33e-6 #$set $6e6 = 2.00e-6 #$set $5e6 = 1.67e-6 #$set $4.5e6 = 1.50e-6 #$set $4e6 = 1.33e-6 #$set $3.5e6 = 1.17e-6 #$set $3.2e6 = 1.07e-6 #$set $3e6 = 1.00e-6 #$set $2.5e6 = 0.83e-6 #$set $2.2e6 = 0.73e-6 #$set $2e6 = 0.67e-6 #$set $1.7e6 = 0.57e-6 #$set $1.5e6 = 0.50e-6 #$set $1.4e6 = 0.47e-6 #$set $1.3e6 = 0.43e-6 #$set $1.2e6 = 0.40e-6 #$set $1e6 = 0.33e-6 # #$set $9e7 = 3.00e-7 #$set $8e7 = 2.67e-7 #$set $7e7 = 2.33e-7 #$set $6e7 = 2.00e-7 #$set $5e7 = 1.67e-7 #$set $4.5e7 = 1.50e-7 #$set $4e7 = 1.33e-7 #$set $3.5e7 = 1.17e-7 #$set $3.2e7 = 1.07e-7 #$set $3e7 = 1.00e-7 #$set $2.5e7 = 0.83e-7 #$set $2.2e7 = 0.73e-7 #$set $2e7 = 0.67e-7 #$set $1.7e7 = 0.57e-7 #$set $1.5e7 = 0.50e-7 #$set $1.4e7 = 0.47e-7 #$set $1.3e7 = 0.43e-7 #$set $1.2e7 = 0.40e-7 #$set $1e7 = 0.33e-7 # #$set $9e8 = 3.00e-8 #$set $8e8 = 2.67e-8 #$set $7e8 = 2.33e-8 #$set $6e8 = 2.00e-8 #$set $5e8 = 1.67e-8 #$set $4.5e8 = 1.50e-8 #$set $4e8 = 1.33e-8 #$set $3.5e8 = 1.17e-8 #$set $3.2e8 = 1.07e-8 #$set $3e8 = 1.00e-8 #$set $2.5e8 = 0.83e-8 #$set $2.2e8 = 0.73e-8 #$set $2e8 = 0.67e-8 #$set $1.7e8 = 0.57e-8 #$set $1.5e8 = 0.50e-8 #$set $1.4e8 = 0.47e-8 #$set $1.3e8 = 0.43e-8 #$set $1.2e8 = 0.40e-8 #$set $1e8 = 0.33e-8 # #$set $9e9 = 3.00e-9 #$set $8e9 = 2.67e-9 #$set $7e9 = 2.33e-9 #$set $6e9 = 2.00e-9 #$set $5e9 = 1.67e-9 #$set $4.5e9 = 1.50e-9 #$set $4e9 = 1.33e-9 #$set $3.5e9 = 1.17e-9 #$set $3.2e9 = 1.07e-9 #$set $3e9 = 1.00e-9 #$set $2.5e9 = 0.83e-9 #$set $2.2e9 = 0.73e-9 #$set $2e9 = 0.67e-9 #$set $1.7e9 = 0.57e-9 #$set $1.5e9 = 0.50e-9 #$set $1.4e9 = 0.47e-9 #$set $1.3e9 = 0.43e-9 #$set $1.2e9 = 0.40e-9 #$set $1e9 = 0.33e-9 # #---------------------------------- # 0.5x # #$set $1e3 = 0.50e-3 # #$set $9e4 = 4.50e-4 #$set $8e4 = 4.00e-4 #$set $7e4 = 3.50e-4 #$set $6e4 = 3.00e-4 #$set $5e4 = 2.50e-4 #$set $4.5e4 = 2.25e-4 #$set $4e4 = 2.00e-4 #$set $3.5e4 = 1.75e-4 #$set $3.2e4 = 1.60e-4 #$set $3e4 = 1.50e-4 #$set $2.5e4 = 1.25e-4 #$set $2.2e4 = 1.10e-4 #$set $2e4 = 1.00e-4 #$set $1.7e4 = 0.85e-4 #$set $1.5e4 = 0.75e-4 #$set $1.4e4 = 0.70e-4 #$set $1.3e4 = 0.65e-4 #$set $1.2e4 = 0.60e-4 #$set $1e4 = 0.50e-4 # #$set $9e5 = 4.50e-5 #$set $8e5 = 4.00e-5 #$set $7e5 = 3.50e-5 #$set $6e5 = 3.00e-5 #$set $5e5 = 2.50e-5 #$set $4.5e5 = 2.25e-5 #$set $4e5 = 2.00e-5 #$set $3.5e5 = 1.75e-5 #$set $3.2e5 = 1.60e-5 #$set $3e5 = 1.50e-5 #$set $2.5e5 = 1.25e-5 #$set $2.2e5 = 1.10e-5 #$set $2e5 = 1.00e-5 #$set $1.7e5 = 0.85e-5 #$set $1.5e5 = 0.75e-5 #$set $1.4e5 = 0.70e-5 #$set $1.3e5 = 0.65e-5 #$set $1.2e5 = 0.60e-5 #$set $1e5 = 0.50e-5 # #$set $9e6 = 4.50e-6 #$set $8e6 = 4.00e-6 #$set $7e6 = 3.50e-6 #$set $6e6 = 3.00e-6 #$set $5e6 = 2.50e-6 #$set $4.5e6 = 2.25e-6 #$set $4e6 = 2.00e-6 #$set $3.5e6 = 1.75e-6 #$set $3.2e6 = 1.60e-6 #$set $3e6 = 1.50e-6 #$set $2.5e6 = 1.25e-6 #$set $2.2e6 = 1.10e-6 #$set $2e6 = 1.00e-6 #$set $1.7e6 = 0.85e-6 #$set $1.5e6 = 0.75e-6 #$set $1.4e6 = 0.70e-6 #$set $1.3e6 = 0.65e-6 #$set $1.2e6 = 0.60e-6 #$set $1e6 = 0.50e-6 # #$set $9e7 = 4.50e-7 #$set $8e7 = 4.00e-7 #$set $7e7 = 3.50e-7 #$set $6e7 = 3.00e-7 #$set $5e7 = 2.50e-7 #$set $4.5e7 = 2.25e-7 #$set $4e7 = 2.00e-7 #$set $3.5e7 = 1.75e-7 #$set $3.2e7 = 1.60e-7 #$set $3e7 = 1.50e-7 #$set $2.5e7 = 1.25e-7 #$set $2.2e7 = 1.10e-7 #$set $2e7 = 1.00e-7 #$set $1.7e7 = 0.85e-7 #$set $1.5e7 = 0.75e-7 #$set $1.4e7 = 0.70e-7 #$set $1.3e7 = 0.65e-7 #$set $1.2e7 = 0.60e-7 #$set $1e7 = 0.50e-7 # #$set $9e8 = 4.50e-8 #$set $8e8 = 4.00e-8 #$set $7e8 = 3.50e-8 #$set $6e8 = 3.00e-8 #$set $5e8 = 2.50e-8 #$set $4.5e8 = 2.25e-8 #$set $4e8 = 2.00e-8 #$set $3.5e8 = 1.75e-8 #$set $3.2e8 = 1.60e-8 #$set $3e8 = 1.50e-8 #$set $2.5e8 = 1.25e-8 #$set $2.2e8 = 1.10e-8 #$set $2e8 = 1.00e-8 #$set $1.7e8 = 0.85e-8 #$set $1.5e8 = 0.75e-8 #$set $1.4e8 = 0.70e-8 #$set $1.3e8 = 0.65e-8 #$set $1.2e8 = 0.60e-8 #$set $1e8 = 0.50e-8 # #$set $9e9 = 4.50e-9 #$set $8e9 = 4.00e-9 #$set $7e9 = 3.50e-9 #$set $6e9 = 3.00e-9 #$set $5e9 = 2.50e-9 #$set $4.5e9 = 2.25e-9 #$set $4e9 = 2.00e-9 #$set $3.5e9 = 1.75e-9 #$set $3.2e9 = 1.60e-9 #$set $3e9 = 1.50e-9 #$set $2.5e9 = 1.25e-9 #$set $2.2e9 = 1.10e-9 #$set $2e9 = 1.00e-9 #$set $1.7e9 = 0.85e-9 #$set $1.5e9 = 0.75e-9 #$set $1.4e9 = 0.70e-9 #$set $1.3e9 = 0.65e-9 #$set $1.2e9 = 0.60e-9 #$set $1e9 = 0.50e-9 # #---------------------------------- # 1x # #$set $1e3 = 1.00e-3 # #$set $9e4 = 9.00e-4 #$set $8e4 = 8.00e-4 #$set $7e4 = 7.00e-4 #$set $6e4 = 6.00e-4 #$set $5e4 = 5.00e-4 #$set $4.5e4 = 4.50e-4 #$set $4e4 = 4.00e-4 #$set $3.5e4 = 3.50e-4 #$set $3.2e4 = 3.20e-4 #$set $3e4 = 3.00e-4 #$set $2.5e4 = 2.50e-4 #$set $2.2e4 = 2.20e-4 #$set $2e4 = 2.00e-4 #$set $1.7e4 = 1.70e-4 #$set $1.5e4 = 1.50e-4 #$set $1.4e4 = 1.40e-4 #$set $1.3e4 = 1.30e-4 #$set $1.2e4 = 1.20e-4 #$set $1e4 = 1.00e-4 # #$set $9e5 = 9.00e-5 #$set $8e5 = 8.00e-5 #$set $7e5 = 7.00e-5 #$set $6e5 = 6.00e-5 #$set $5e5 = 5.00e-5 #$set $4.5e5 = 4.50e-5 #$set $4e5 = 4.00e-5 #$set $3.5e5 = 3.50e-5 #$set $3.2e5 = 3.20e-5 #$set $3e5 = 3.00e-5 #$set $2.5e5 = 2.50e-5 #$set $2.2e5 = 2.20e-5 #$set $2e5 = 2.00e-5 #$set $1.7e5 = 1.70e-5 #$set $1.5e5 = 1.50e-5 #$set $1.4e5 = 1.40e-5 #$set $1.3e5 = 1.30e-5 #$set $1.2e5 = 1.20e-5 #$set $1e5 = 1.00e-5 # #$set $9e6 = 9.00e-6 #$set $8e6 = 8.00e-6 #$set $7e6 = 7.00e-6 #$set $6e6 = 6.00e-6 #$set $5e6 = 5.00e-6 #$set $4.5e6 = 4.50e-6 #$set $4e6 = 4.00e-6 #$set $3.5e6 = 3.50e-6 #$set $3.2e6 = 3.20e-6 #$set $3e6 = 3.00e-6 #$set $2.5e6 = 2.50e-6 #$set $2.2e6 = 2.20e-6 #$set $2e6 = 2.00e-6 #$set $1.7e6 = 1.70e-6 #$set $1.5e6 = 1.50e-6 #$set $1.4e6 = 1.40e-6 #$set $1.3e6 = 1.30e-6 #$set $1.2e6 = 1.20e-6 #$set $1e6 = 1.00e-6 # #$set $9e7 = 9.00e-7 #$set $8e7 = 8.00e-7 #$set $7e7 = 7.00e-7 #$set $6e7 = 6.00e-7 #$set $5e7 = 5.00e-7 #$set $4.5e7 = 4.50e-7 #$set $4e7 = 4.00e-7 #$set $3.5e7 = 3.50e-7 #$set $3.2e7 = 3.20e-7 #$set $3e7 = 3.00e-7 #$set $2.5e7 = 2.50e-7 #$set $2.2e7 = 2.20e-7 #$set $2e7 = 2.00e-7 #$set $1.7e7 = 1.70e-7 #$set $1.5e7 = 1.50e-7 #$set $1.4e7 = 1.40e-7 #$set $1.3e7 = 1.30e-7 #$set $1.2e7 = 1.20e-7 #$set $1e7 = 1.00e-7 # #$set $9e8 = 9.00e-8 #$set $8e8 = 8.00e-8 #$set $7e8 = 7.00e-8 #$set $6e8 = 6.00e-8 #$set $5e8 = 5.00e-8 #$set $4.5e8 = 4.50e-8 #$set $4e8 = 4.00e-8 #$set $3.5e8 = 3.50e-8 #$set $3.2e8 = 3.20e-8 #$set $3e8 = 3.00e-8 #$set $2.5e8 = 2.50e-8 #$set $2.2e8 = 2.20e-8 #$set $2e8 = 2.00e-8 #$set $1.7e8 = 1.70e-8 #$set $1.5e8 = 1.50e-8 #$set $1.4e8 = 1.40e-8 #$set $1.3e8 = 1.30e-8 #$set $1.2e8 = 1.20e-8 #$set $1e8 = 1.00e-8 # #$set $9e9 = 9.00e-9 #$set $8e9 = 8.00e-9 #$set $7e9 = 7.00e-9 #$set $6e9 = 6.00e-9 #$set $5e9 = 5.00e-9 #$set $4.5e9 = 4.50e-9 #$set $4e9 = 4.00e-9 #$set $3.5e9 = 3.50e-9 #$set $3.2e9 = 3.20e-9 #$set $3e9 = 3.00e-9 #$set $2.5e9 = 2.50e-9 #$set $2.2e9 = 2.20e-9 #$set $2e9 = 2.00e-9 #$set $1.7e9 = 1.70e-9 #$set $1.5e9 = 1.50e-9 #$set $1.4e9 = 1.40e-9 #$set $1.3e9 = 1.30e-9 #$set $1.2e9 = 1.20e-9 #$set $1e9 = 1.00e-9 # #---------------------------------- # 2x $set $1e3 = 6.00e-3 $set $9e4 = 1.80e-3 $set $8e4 = 1.60e-3 $set $7e4 = 1.40e-3 $set $6e4 = 1.20e-3 $set $5e4 = 1.00e-3 $set $4.5e4 = 0.90e-3 $set $4e4 = 0.80e-3 $set $3.5e4 = 0.70e-3 $set $3.2e4 = 0.64e-3 $set $3e4 = 0.60e-3 $set $2.5e4 = 0.50e-3 $set $2.2e4 = 0.44e-3 $set $2e4 = 0.40e-3 $set $1.7e4 = 0.34e-3 $set $1.5e4 = 0.30e-3 $set $1.4e4 = 0.28e-3 $set $1.3e4 = 0.26e-3 $set $1.2e4 = 0.24e-3 $set $1e4 = 0.20e-3 $set $9e5 = 1.80e-4 $set $8e5 = 1.60e-4 $set $7e5 = 1.40e-4 $set $6e5 = 1.20e-4 $set $5e5 = 1.00e-4 $set $4.5e5 = 0.90e-4 $set $4e5 = 0.80e-4 $set $3.5e5 = 0.70e-4 $set $3.2e5 = 0.64e-4 $set $3e5 = 0.60e-4 $set $2.5e5 = 0.50e-4 $set $2.2e5 = 0.44e-4 $set $2e5 = 0.40e-4 $set $1.7e5 = 0.34e-4 $set $1.5e5 = 0.30e-4 $set $1.4e5 = 0.28e-4 $set $1.3e5 = 0.26e-4 $set $1.2e5 = 0.24e-4 $set $1e5 = 0.20e-4 $set $9e6 = 1.80e-5 $set $8e6 = 1.60e-5 $set $7e6 = 1.40e-5 $set $6e6 = 1.20e-5 $set $5e6 = 1.00e-5 $set $4.5e6 = 0.90e-5 $set $4e6 = 0.80e-5 $set $3.5e6 = 0.70e-5 $set $3.2e6 = 0.64e-5 $set $3e6 = 0.60e-5 $set $2.5e6 = 0.50e-5 $set $2.2e6 = 0.44e-5 $set $2e6 = 0.40e-5 $set $1.7e6 = 0.34e-5 $set $1.5e6 = 0.30e-5 $set $1.4e6 = 0.28e-5 $set $1.3e6 = 0.26e-5 $set $1.2e6 = 0.24e-5 $set $1e6 = 0.20e-5 $set $9e7 = 1.80e-6 $set $8e7 = 1.60e-6 $set $7e7 = 1.40e-6 $set $6e7 = 1.20e-6 $set $5e7 = 1.00e-6 $set $4.5e7 = 0.90e-6 $set $4e7 = 0.80e-6 $set $3.5e7 = 0.70e-6 $set $3.2e7 = 0.64e-6 $set $3e7 = 0.60e-6 $set $2.5e7 = 0.50e-6 $set $2.2e7 = 0.44e-6 $set $2e7 = 0.40e-6 $set $1.7e7 = 0.34e-6 $set $1.5e7 = 0.30e-6 $set $1.4e7 = 0.28e-6 $set $1.3e7 = 0.26e-6 $set $1.2e7 = 0.24e-6 $set $1e7 = 0.20e-6 $set $9e8 = 1.80e-7 $set $8e8 = 1.60e-7 $set $7e8 = 1.40e-7 $set $6e8 = 1.20e-7 $set $5e8 = 1.00e-7 $set $4.5e8 = 0.90e-7 $set $4e8 = 0.80e-7 $set $3.5e8 = 0.70e-7 $set $3.2e8 = 0.64e-7 $set $3e8 = 0.60e-7 $set $2.5e8 = 0.50e-7 $set $2.2e8 = 0.44e-7 $set $2e8 = 0.40e-7 $set $1.7e8 = 0.34e-7 $set $1.5e8 = 0.30e-7 $set $1.4e8 = 0.28e-7 $set $1.3e8 = 0.26e-7 $set $1.2e8 = 0.24e-7 $set $1e8 = 0.20e-7 $set $9e9 = 1.80e-8 $set $8e9 = 1.60e-8 $set $7e9 = 1.40e-8 $set $6e9 = 1.20e-8 $set $5e9 = 1.00e-8 $set $4.5e9 = 0.90e-8 $set $4e9 = 0.80e-8 $set $3.5e9 = 0.70e-8 $set $3.2e9 = 0.64e-8 $set $3e9 = 0.60e-8 $set $2.5e9 = 0.50e-8 $set $2.2e9 = 0.44e-8 $set $2e9 = 0.40e-8 $set $1.7e9 = 0.34e-8 $set $1.5e9 = 0.30e-8 $set $1.4e9 = 0.28e-8 $set $1.3e9 = 0.26e-8 $set $1.2e9 = 0.24e-8 $set $1e9 = 0.20e-8 #---------------------------------- # 5x # #$set $1e3 = 5.00e-3 # #$set $9e4 = 4.50e-3 #$set $8e4 = 4.00e-3 #$set $7e4 = 3.50e-3 #$set $6e4 = 3.00e-3 #$set $5e4 = 2.50e-3 #$set $4.5e4 = 2.25e-3 #$set $4e4 = 2.00e-3 #$set $3.5e4 = 1.75e-3 #$set $3.2e4 = 1.60e-3 #$set $3e4 = 1.50e-3 #$set $2.5e4 = 1.25e-3 #$set $2.2e4 = 1.10e-3 #$set $2e4 = 1.00e-3 #$set $1.7e4 = 0.85e-3 #$set $1.5e4 = 0.75e-3 #$set $1.4e4 = 0.70e-3 #$set $1.3e4 = 0.65e-3 #$set $1.2e4 = 0.60e-3 #$set $1e4 = 0.50e-3 # #$set $9e5 = 4.50e-4 #$set $8e5 = 4.00e-4 #$set $7e5 = 3.50e-4 #$set $6e5 = 3.00e-4 #$set $5e5 = 2.50e-4 #$set $4.5e5 = 2.25e-4 #$set $4e5 = 2.00e-4 #$set $3.5e5 = 1.75e-4 #$set $3.2e5 = 1.60e-4 #$set $3e5 = 1.50e-4 #$set $2.5e5 = 1.25e-4 #$set $2.2e5 = 1.10e-4 #$set $2e5 = 1.00e-4 #$set $1.7e5 = 0.85e-4 #$set $1.5e5 = 0.75e-4 #$set $1.4e5 = 0.70e-4 #$set $1.3e5 = 0.65e-4 #$set $1.2e5 = 0.60e-4 #$set $1e5 = 0.50e-4 # #$set $9e6 = 4.50e-5 #$set $8e6 = 4.00e-5 #$set $7e6 = 3.50e-5 #$set $6e6 = 3.00e-5 #$set $5e6 = 2.50e-5 #$set $4.5e6 = 2.25e-5 #$set $4e6 = 2.00e-5 #$set $3.5e6 = 1.75e-5 #$set $3.2e6 = 1.60e-5 #$set $3e6 = 1.50e-5 #$set $2.5e6 = 1.25e-5 #$set $2.2e6 = 1.10e-5 #$set $2e6 = 1.00e-5 #$set $1.7e6 = 0.85e-5 #$set $1.5e6 = 0.75e-5 #$set $1.4e6 = 0.70e-5 #$set $1.3e6 = 0.65e-5 #$set $1.2e6 = 0.60e-5 #$set $1e6 = 0.50e-5 # #$set $9e7 = 4.50e-6 #$set $8e7 = 4.00e-6 #$set $7e7 = 3.50e-6 #$set $6e7 = 3.00e-6 #$set $5e7 = 2.50e-6 #$set $4.5e7 = 2.25e-6 #$set $4e7 = 2.00e-6 #$set $3.5e7 = 1.75e-6 #$set $3.2e7 = 1.60e-6 #$set $3e7 = 1.50e-6 #$set $2.5e7 = 1.25e-6 #$set $2.2e7 = 1.10e-6 #$set $2e7 = 1.00e-6 #$set $1.7e7 = 0.85e-6 #$set $1.5e7 = 0.75e-6 #$set $1.4e7 = 0.70e-6 #$set $1.3e7 = 0.65e-6 #$set $1.2e7 = 0.60e-6 #$set $1e7 = 0.50e-6 # #$set $9e8 = 4.50e-7 #$set $8e8 = 4.00e-7 #$set $7e8 = 3.50e-7 #$set $6e8 = 3.00e-7 #$set $5e8 = 2.50e-7 #$set $4.5e8 = 2.25e-7 #$set $4e8 = 2.00e-7 #$set $3.5e8 = 1.75e-7 #$set $3.2e8 = 1.60e-7 #$set $3e8 = 1.50e-7 #$set $2.5e8 = 1.25e-7 #$set $2.2e8 = 1.10e-7 #$set $2e8 = 1.00e-7 #$set $1.7e8 = 0.85e-7 #$set $1.5e8 = 0.75e-7 #$set $1.4e8 = 0.70e-7 #$set $1.3e8 = 0.65e-7 #$set $1.2e8 = 0.60e-7 #$set $1e8 = 0.50e-7 # #$set $9e9 = 4.50e-8 #$set $8e9 = 4.00e-8 #$set $7e9 = 3.50e-8 #$set $6e9 = 3.00e-8 #$set $5e9 = 2.50e-8 #$set $4.5e9 = 2.25e-8 #$set $4e9 = 2.00e-8 #$set $3.5e9 = 1.75e-8 #$set $3.2e9 = 1.60e-8 #$set $3e9 = 1.50e-8 #$set $2.5e9 = 1.25e-8 #$set $2.2e9 = 1.10e-8 #$set $2e9 = 1.00e-8 #$set $1.7e9 = 0.85e-8 #$set $1.5e9 = 0.75e-8 #$set $1.4e9 = 0.70e-8 #$set $1.3e9 = 0.65e-8 #$set $1.2e9 = 0.60e-8 #$set $1e9 = 0.50e-8 # #---------------------------------- # 10x # #$set $1e3 = 10.00e-3 # #$set $9e4 = 9.00e-3 #$set $8e4 = 8.00e-3 #$set $7e4 = 7.00e-3 #$set $6e4 = 6.00e-3 #$set $5e4 = 5.00e-3 #$set $4.5e4 = 4.50e-3 #$set $4e4 = 4.00e-3 #$set $3.5e4 = 3.50e-3 #$set $3.2e4 = 3.20e-3 #$set $3e4 = 3.00e-3 #$set $2.5e4 = 2.50e-3 #$set $2.2e4 = 2.20e-3 #$set $2e4 = 2.00e-3 #$set $1.7e4 = 1.70e-3 #$set $1.5e4 = 1.50e-3 #$set $1.4e4 = 1.40e-3 #$set $1.3e4 = 1.30e-3 #$set $1.2e4 = 1.20e-3 #$set $1e4 = 1.00e-3 # #$set $9e5 = 9.00e-4 #$set $8e5 = 8.00e-4 #$set $7e5 = 7.00e-4 #$set $6e5 = 6.00e-4 #$set $5e5 = 5.00e-4 #$set $4.5e5 = 4.50e-4 #$set $4e5 = 4.00e-4 #$set $3.5e5 = 3.50e-4 #$set $3.2e5 = 3.20e-4 #$set $3e5 = 3.00e-4 #$set $2.5e5 = 2.50e-4 #$set $2.2e5 = 2.20e-4 #$set $2e5 = 2.00e-4 #$set $1.7e5 = 1.70e-4 #$set $1.5e5 = 1.50e-4 #$set $1.4e5 = 1.40e-4 #$set $1.3e5 = 1.30e-4 #$set $1.2e5 = 1.20e-4 #$set $1e5 = 1.00e-4 # #$set $9e6 = 9.00e-5 #$set $8e6 = 8.00e-5 #$set $7e6 = 7.00e-5 #$set $6e6 = 6.00e-5 #$set $5e6 = 5.00e-5 #$set $4.5e6 = 4.50e-5 #$set $4e6 = 4.00e-5 #$set $3.5e6 = 3.50e-5 #$set $3.2e6 = 3.20e-5 #$set $3e6 = 3.00e-5 #$set $2.5e6 = 2.50e-5 #$set $2.2e6 = 2.20e-5 #$set $2e6 = 2.00e-5 #$set $1.7e6 = 1.70e-5 #$set $1.5e6 = 1.50e-5 #$set $1.4e6 = 1.40e-5 #$set $1.3e6 = 1.30e-5 #$set $1.2e6 = 1.20e-5 #$set $1e6 = 1.00e-5 # #$set $9e7 = 9.00e-6 #$set $8e7 = 8.00e-6 #$set $7e7 = 7.00e-6 #$set $6e7 = 6.00e-6 #$set $5e7 = 5.00e-6 #$set $4.5e7 = 4.50e-6 #$set $4e7 = 4.00e-6 #$set $3.5e7 = 3.50e-6 #$set $3.2e7 = 3.20e-6 #$set $3e7 = 3.00e-6 #$set $2.5e7 = 2.50e-6 #$set $2.2e7 = 2.20e-6 #$set $2e7 = 2.00e-6 #$set $1.7e7 = 1.70e-6 #$set $1.5e7 = 1.50e-6 #$set $1.4e7 = 1.40e-6 #$set $1.3e7 = 1.30e-6 #$set $1.2e7 = 1.20e-6 #$set $1e7 = 1.00e-6 # #$set $9e8 = 9.00e-7 #$set $8e8 = 8.00e-7 #$set $7e8 = 7.00e-7 #$set $6e8 = 6.00e-7 #$set $5e8 = 5.00e-7 #$set $4.5e8 = 4.50e-7 #$set $4e8 = 4.00e-7 #$set $3.5e8 = 3.50e-7 #$set $3.2e8 = 3.20e-7 #$set $3e8 = 3.00e-7 #$set $2.5e8 = 2.50e-7 #$set $2.2e8 = 2.20e-7 #$set $2e8 = 2.00e-7 #$set $1.7e8 = 1.70e-7 #$set $1.5e8 = 1.50e-7 #$set $1.4e8 = 1.40e-7 #$set $1.3e8 = 1.30e-7 #$set $1.2e8 = 1.20e-7 #$set $1e8 = 1.00e-7 # #$set $9e9 = 9.00e-8 #$set $8e9 = 8.00e-8 #$set $7e9 = 7.00e-8 #$set $6e9 = 6.00e-8 #$set $5e9 = 5.00e-8 #$set $4.5e9 = 4.50e-8 #$set $4e9 = 4.00e-8 #$set $3.5e9 = 3.50e-8 #$set $3.2e9 = 3.20e-8 #$set $3e9 = 3.00e-8 #$set $2.5e9 = 2.50e-8 #$set $2.2e9 = 2.20e-8 #$set $2e9 = 2.00e-8 #$set $1.7e9 = 1.70e-8 #$set $1.5e9 = 1.50e-8 #$set $1.4e9 = 1.40e-8 #$set $1.3e9 = 1.30e-8 #$set $1.2e9 = 1.20e-8 #$set $1e9 = 1.00e-8 # #---------------------------------- #$set $ThicknessScaling1 = 1.0 # original: 2.5 m with factor=1 ##$set $ThicknessScaling1 = 1.5 # original: 2.5 m with factor=1 ##$set $ThicknessScaling1 = 0.5 # original: 2.5 m with factor=1 #$set $ThicknessScaling2 = 1.0 # original: 5 m with factor=1 #$set $ThicknessScaling3 = 1.0 # original: 17 m with factor=1 $set $ThicknessScaling1 = 4.0 # original: 2.5 m = 10.0 $set $ThicknessScaling2 = 3.0 # original: 5.0 m = 15 $set $ThicknessScaling3 = 1.5 # original: 16.2 m = 24.3 $set $MaxInterflowdepth1 = 1.5 $set $MaxInterflowdepth2 = 1.8 $set $MaxInterflowdepth3 = 2.4 $set $PMacroThresh1 = 8.0 $set $MacroCapacity1 = 0.5 $set $CapacityRedu1 = 0.7 $set $MacroDepth1 = 1.0 $set $PMacroThresh2 = 8.0 $set $MacroCapacity2 = 1.0 $set $CapacityRedu2 = 0.7 $set $MacroDepth2 = 1.5 $set $PMacroThresh3 = 8.0 $set $MacroCapacity3 = 1.0 $set $CapacityRedu3 = 0.7 $set $MacroDepth3 = 2.0 [soil_table] 40 #co- name of the # van Genuchten Parameter nach Carsel & Parrish (1988) #de soil profile #-- --------------- 2 Silty_Clay_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Cu M_Cu Sub_Cu Dp_Cu ; ksat = $2e7 $1.7e7 $1.5e7 $1.3e7 ; k_recession = 0.95 0.95 0.95 0.95 ; theta_sat = 0.43 0.40 0.40 0.37 ; theta_res = 0.11 0.12 0.12 0.12 ; alpha = 1.7 1.7 1.7 1.7 ; Par_n = 1.5 1.5 1.5 1.5 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; #2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 22 Silty_Clay_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_Cu M_Cu Sub_Cu Dp_Cu ; ksat = $2e7 $1.7e7 $1.5e7 $1.3e7 ; k_recession = 0.95 0.95 0.95 0.95 ; theta_sat = 0.43 0.40 0.40 0.37 ; theta_res = 0.11 0.12 0.12 0.12 ; alpha = 1.7 1.7 1.7 1.7 ; Par_n = 1.5 1.5 1.5 1.5 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0 m layers = 3 3 4 10 ; # 20 layers for all soil types } 42 Silty_Clay_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_Cu M_Cu Sub_Cu Dp_Cu ; ksat = $2e7 $1.7e7 $1.5e7 $1.3e7 ; k_recession = 0.95 0.95 0.95 0.95 ; theta_sat = 0.43 0.40 0.40 0.37 ; theta_res = 0.11 0.12 0.12 0.12 ; alpha = 1.7 1.7 1.7 1.7 ; Par_n = 1.5 1.5 1.5 1.5 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2 m layers = 3 3 4 10 ; # 20 layers for all soil types } 3 Clay_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1 ; MaxInterflowDepth = $MaxInterflowdepth1 ; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_C M_C Sub_C Dp_C ; ksat = $4e7 $3.5e7 $3.2e7 $3e7 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.43 0.45 0.42 0.40 ; theta_res = 0.078 0.067 0.087 0.087 ; alpha = 1.47 1.47 1.47 1.47 ; Par_n = 1.25 1.25 1.25 1.25 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; #2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 23 Clay_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2 ; MaxInterflowDepth = $MaxInterflowdepth2 ; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_C M_C Sub_C Dp_C ; ksat = $4e7 $3.5e7 $3.2e7 $3e7 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.43 0.45 0.42 0.40 ; theta_res = 0.078 0.067 0.087 0.087 ; alpha = 1.47 1.47 1.47 1.47 ; Par_n = 1.25 1.25 1.25 1.25 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 43 Clay_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3 ; MaxInterflowDepth = $MaxInterflowdepth3 ; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_C M_C Sub_C Dp_C ; ksat = $4e7 $3.5e7 $3.2e7 $3e7 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.43 0.45 0.42 0.40 ; theta_res = 0.078 0.067 0.087 0.087 ; alpha = 1.47 1.47 1.47 1.47 ; Par_n = 1.25 1.25 1.25 1.25 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 4 silty_clay_loam_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Lcu M_Lcu Sub_Lcu Dp_Lcu ; ksat = $1.4e6 $1.3e6 $1.2e6 $1e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.4 1.4 1.4 1.4 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 24 silty_clay_loam_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_Lcu M_Lcu Sub_Lcu Dp_Lcu ; ksat = $1.4e6 $1.3e6 $1.2e6 $1e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.4 1.4 1.4 1.4 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 44 silty_clay_loam_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_Lcu M_Lcu Sub_Lcu Dp_Lcu ; ksat = $1.4e6 $1.3e6 $1.2e6 $1e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.4 1.4 1.4 1.4 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 5 clay_loam_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Lc M_Lc Sub_Lc Dp_Lc ; ksat = $4e6 $3.5e6 $3.2e6 $3e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.4 1.4 1.4 1.4 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 25 clay_loam_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_Lc M_Lc Sub_Lc Dp_Lc ; ksat = $4e6 $3.5e6 $3.2e6 $3e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.4 1.4 1.4 1.4 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 45 clay_loam_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_Lc M_Lc Sub_Lc Dp_Lc ; ksat = $4e6 $3.5e6 $3.2e6 $3e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.4 1.4 1.4 1.4 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 6 silt_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_U M_U Sub_U Dp_U ; ksat = $4e6 $3.5e6 $3.2e6 $3e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 2.0 2.0 2.0 2.0 ; Par_n = 2.0 2.0 2.0 2.0 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 26 silt_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_U M_U Sub_U Dp_U ; ksat = $4e6 $3.5e6 $3.2e6 $3e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 2.0 2.0 2.0 2.0 ; Par_n = 2.0 2.0 2.0 2.0 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 46 silt_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_U M_U Sub_U Dp_U ; ksat = $4e6 $3.5e6 $3.2e6 $3e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 2.0 2.0 2.0 2.0 ; Par_n = 2.0 2.0 2.0 2.0 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 7 silty_loam_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Lu M_Lu Sub_Lu Dp_Lu ; ksat = $5e6 $5e6 $4.5e6 $4e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.8 1.8 1.8 1.8 ; Par_n = 1.6 1.6 1.6 1.6 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 27 silty_loam_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_Lu M_Lu Sub_Lu Dp_Lu ; ksat = $5e6 $5e6 $4.5e6 $4e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.8 1.8 1.8 1.8 ; Par_n = 1.6 1.6 1.6 1.6 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 47 silty_loam_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_Lu M_Lu Sub_Lu Dp_Lu ; ksat = $5e6 $5e6 $4.5e6 $4e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.8 1.8 1.8 1.8 ; Par_n = 1.6 1.6 1.6 1.6 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 8 sandy_clay_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Cs M_Cs Sub_Cs Dp_Cs ; ksat = $1.4e6 $1e6 $1e6 $1e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 2.8 2.8 2.8 2.8 ; Par_n = 1.6 1.6 1.6 1.6 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 28 sandy_clay_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_Cs M_Cs Sub_Cs Dp_Cs ; ksat = $1.4e6 $1e6 $1e6 $1e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 2.8 2.8 2.8 2.8 ; Par_n = 1.6 1.6 1.6 1.6 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 48 sandy_clay_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_Cs M_Cs Sub_Cs Dp_Cs ; ksat = $1.4e6 $1e6 $1e6 $1e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 2.8 2.8 2.8 2.8 ; Par_n = 1.6 1.6 1.6 1.6 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 9 loam_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_L M_L Sub_L Dp_L ; ksat = $1e5 $8e6 $8e6 $8e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.42 1.42 1.42 1.42 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 29 loam_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_L M_L Sub_L Dp_L ; ksat = $1e5 $8e6 $8e6 $8e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.42 1.42 1.42 1.42 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 49 loam_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_L M_L Sub_L Dp_L ; ksat = $1e5 $8e6 $8e6 $8e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.42 1.42 1.42 1.42 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 10 sandy_clay_loam_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Lsc M_Lsc Sub_Lsc Dp_Lsc ; ksat = $2e6 $1.7e6 $1.5e6 $1.4e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.42 1.42 1.42 1.42 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 30 sandy_clay_loam_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Lsc M_Lsc Sub_Lsc Dp_Lsc ; ksat = $2e6 $1.7e6 $1.5e6 $1.4e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.42 1.42 1.42 1.42 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 50 sandy_clay_loam_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_Lsc M_Lsc Sub_Lsc Dp_Lsc ; ksat = $2e6 $1.7e6 $1.5e6 $1.4e6 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 1.6 1.6 1.6 1.6 ; Par_n = 1.42 1.42 1.42 1.42 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 11 sandy_loam_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Ls M_Ls Sub_Ls Dp_Ls ; ksat = $2e5 $1.7e5 $1.5e5 $1.4e5 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 3.6 3.6 3.6 3.6 ; Par_n = 2.1 2.1 2.1 2.1 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 31 sandy_loam_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_Ls M_Ls Sub_Ls Dp_Ls ; ksat = $2e5 $1.7e5 $1.5e5 $1.4e5 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 3.6 3.6 3.6 3.6 ; Par_n = 2.1 2.1 2.1 2.1 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 51 sandy_loam_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_Ls M_Ls Sub_Ls Dp_Ls ; ksat = $2e5 $1.7e5 $1.5e5 $1.4e5 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.40 0.39 0.38 0.35 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 3.6 3.6 3.6 3.6 ; Par_n = 2.1 2.1 2.1 2.1 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 12 loamy_sand_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_Sl M_Sl Sub_Sl Dp_Sl ; ksat = $1e4 $8e5 $7e5 $5e5 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.37 0.35 0.34 0.30 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 4.0 4.0 4.0 4.0 ; Par_n = 3.0 3.0 3.0 3.0 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 32 loamy_sand_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_Sl M_Sl Sub_Sl Dp_Sl ; ksat = $1e4 $8e5 $7e5 $5e5 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.37 0.35 0.34 0.30 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 4.0 4.0 4.0 4.0 ; Par_n = 3.0 3.0 3.0 3.0 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 52 loamy_sand_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_Sl M_Sl Sub_Sl Dp_Sl ; ksat = $1e4 $8e5 $7e5 $5e5 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.37 0.35 0.34 0.30 ; theta_res = 0.080 0.09 0.10 0.11 ; alpha = 4.0 4.0 4.0 4.0 ; Par_n = 3.0 3.0 3.0 3.0 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 13 sand_shallow { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = $PMacroThresh1; MacroCapacity = $MacroCapacity1; CapacityRedu = $CapacityRedu1; MacroDepth = $MacroDepth1; horizon = 1 2 3 4 ; Name = T_S M_S Sub_S Dp_S ; ksat = $1e3 $9e4 $8e4 $7e4 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.34 0.33 0.32 0.30 ; theta_res = 0.07 0.07 0.08 0.09 ; alpha = 7.5 7.5 7.5 7.5 ; Par_n = 4.2 4.2 4.2 4.2 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.13 ; # 2.5m layers = 3 3 4 10 ; # 20 layers for all soil types } 33 sand_medium { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling2; MaxInterflowDepth = $MaxInterflowdepth2; PMacroThresh = $PMacroThresh2; MacroCapacity = $MacroCapacity2; CapacityRedu = $CapacityRedu2; MacroDepth = $MacroDepth2; horizon = 1 2 3 4 ; Name = T_S M_S Sub_S Dp_S ; ksat = $1e3 $9e4 $8e4 $7e4 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.34 0.33 0.32 0.30 ; theta_res = 0.07 0.07 0.08 0.09 ; alpha = 7.5 7.5 7.5 7.5 ; Par_n = 4.2 4.2 4.2 4.2 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 0.38 ; # 5.0m layers = 3 3 4 10 ; # 20 layers for all soil types } 53 sand_deep { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = $PMacroThresh3; MacroCapacity = $MacroCapacity3; CapacityRedu = $CapacityRedu3; MacroDepth = $MacroDepth3; horizon = 1 2 3 4 ; Name = T_S M_S Sub_S Dp_S ; ksat = $1e3 $9e4 $8e4 $7e4 ; k_recession = 0.97 0.97 0.97 0.97 ; theta_sat = 0.34 0.33 0.32 0.30 ; theta_res = 0.07 0.07 0.08 0.09 ; alpha = 7.5 7.5 7.5 7.5 ; Par_n = 4.2 4.2 4.2 4.2 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.15 1.5 ; # 16.2m layers = 3 3 4 10 ; # 20 layers for all soil types } 14 23_Seen_subhydrische_Boeden { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = 0; MacroCapacity = 0; CapacityRedu = 0; MacroDepth = 0; horizon = 1 2 3 ; Name = SIL SIL CL ; ksat = $3e7 $1e7 $1e7 ; k_recession = 0.9 0.9 0.9 ; theta_sat = 0.45 0.45 0.40 ; theta_res = 0.067 0.067 0.095 ; alpha = 2.00 2.0 1.90 ; Par_n = 1.41 1.41 1.31 ; Par_tau = 0.5 0.5 0.5 ; thickness = 0.10 0.30 1.00 ; # 10.0 m layers = 9 2 9 ; } 15 13_Siedlungsflaechen { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = 8.0; MacroCapacity = 0.5; CapacityRedu = 0.7; MacroDepth = 1.0; horizon = 1 2 3 ; Name = SIL SIL R ; ksat = $1e6 $3e7 $5e8 ; k_recession = 0.9 0.9 0.9 ; theta_sat = 0.45 0.45 0.20 ; theta_res = 0.067 0.067 0.04 ; alpha = 2.0 2.0 8.0 ; Par_n = 1.41 1.41 1.80 ; Par_tau = 0.5 0.5 0.5 ; thickness = 0.10 0.20 0.375 ; # 4.5 m layers = 9 3 8 ; } 16 91_Felsflaechen { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling1; MaxInterflowDepth = $MaxInterflowdepth1; PMacroThresh = 8.0; MacroCapacity = 0.5; CapacityRedu = 0.7; MacroDepth = 1.0; horizon = 1 2 3 4 ; Name = SIL SIL R R ; ksat = $1e5 $3e6 $1e6 $1e6 ; k_recession = 0.9 0.9 0.9 0.9 ; theta_sat = 0.45 0.41 0.20 0.20 ; theta_res = 0.067 0.095 0.04 0.04 ; alpha = 2.00 1.90 8.00 8.00 ; Par_n = 1.41 1.31 1.80 1.80 ; Par_tau = 0.5 0.5 0.5 0.5 ; thickness = 0.10 0.10 0.10 0.2 ; # 2.5 m layers = 7 3 5 5 ; } 17 26_Moorboeden { method = MultipleHorizons; ThicknessScaling = $ThicknessScaling3; MaxInterflowDepth = $MaxInterflowdepth3; PMacroThresh = 1.0; MacroCapacity = 10.0; CapacityRedu = 0.8; MacroDepth = 1.0; horizon = 1 2 3 ; Name = HMT NMT hHr_SL3 ; ksat = $1e5 $3e6 $1e6 ; k_recession = 0.9 0.9 0.9 ; theta_sat = 0.65 0.55 0.40 ; theta_res = 0.30 0.30 0.065 ; alpha = 4.0 4.0 7.50 ; Par_n = 1.2 1.2 1.89 ; Par_tau = 0.5 0.5 0.5 ; thickness = 0.10 0.20 0.375 ; # 4.0 m layers = 9 3 8 ; } [substance_transport] $do_substance_transport [irrigation_table] $do_irrigation_table [special_output] $do_special_output # 0=do not run this module, 1=run this module $time # duration of a time step in minutes --> only for compatibility here. numfiles = 3; outputfile { header = firn_WE_stack; filename = $outpath//special_output_firn.dat; entity { ID = firn_WE_stack; Symbol = firn; Xcoords = 724163, 724163, 724163, 724163, 724163, 724163, 724163, 724163; Ycoords = 150271, 150271, 150271, 150271, 150271, 150271, 150271, 150271; Level = 0 ,1 ,2 ,3 ,4 ,5 ,6 ,7; } } outputfile { header = SolidSnow_onGlac; filename = $outpath//special_output_ssnogl.dat; entity { ID = SolidSnowStorage_onGlacier; Symbol = ssgl; Xcoords = 724163; Ycoords = 150271; Level = 0; } } outputfile { header = LiquidSnow_onGlac; filename = $outpath//special_output_sliqgl.dat; entity { ID = LiquidSnowStorage_onGlacier; Symbol = slgl; Xcoords = 724163; Ycoords = 150271; Level = 0; } }