Mercurial > dive4elements > river
view flys-artifacts/src/main/resources/messages.properties @ 4241:49cb65d5932d
Improved the historical discharge calculation.
The calculation now creates new HistoricalWQKms (new subclass of WQKms). Those WQKms are used
to create new facets from (new) type 'HistoricalDischargeCurveFacet'. The chart generator is
improved to support those facets.
author | Ingo Weinzierl <ingo.weinzierl@intevation.de> |
---|---|
date | Wed, 24 Oct 2012 14:34:35 +0200 |
parents | b3aa91e45010 |
children | 1dfe3e1d304e |
line wrap: on
line source
false=Nein true=Ja state.winfo.river = River state.winfo.calculation_mode = Calculation Mode state.winfo.location_distance = Location or distance selection state.winfo.wq = Input for W/Q data state.winfo.wq_adapted = Input for W/Q data state.winfo.location = Choose the location state.winfo.distance = Choose the range state.winfo.distance_only = Range selection state.winfo.uesk.wsp = Choose the waterlevel state.winfo.uesk.dgm = Digital Terrain Model state.winfo.uesk.profiles = Interpolated Profiles state.winfo.uesk.floodplain = Lateral Boundary state.winfo.uesk.differences = Differenzen between waterlevel and terrain state.winfo.uesk.scenario = Flood Plain / Scenario state.winfo.waterlevel_pair_select = Chosen differences state.winfo.historicalq.reference_gauge = Selection of Reference Gauge state.winfo.historicalq.timerange = Selection of Evaluation time state.winfo.historicalq.mode = Selecion of analyses state.winfo.reference.curve.input.start = Chosen Reference state.winfo.reference.curve.input.end = Chosen Evaluation state.winfo.function_select = Chosen Function state.fix.river = River state.fix.calculation.mode = Calculation Mode state.fix.location = Distance state.fix.period = Period state.fix.gaugerange = Gaugerange state.fix.eventselect = Event selection state.fix.analysis.referenceperiod = Reference period state.fix.analysis.analysisperiods = Analysis period state.fix.analysis.function = Function state.fix.analysis.preprocessing = Outliers state.fix.preprocess=incorporate in calculation state.fix.vollmer.function=Function state.fix.vollmer.preprocessing = Outliers state.fix.vollmer.qa = Input for W/Q data state.minfo.river = River state.minfo.calculation_mode = Calculation Mode state.minfo.distance_only = Range selection state.minfo.dischargestate = Selection of discharge state and channel state.minfo.sq.location=Location state.minfo.sq.period=Periods state.minfo.sq.outliers=Outliers state.minfo.bed.year_epoch=Year/Epoch state.minfo.bed.difference_select=Differences state.minfo.year=Year state.minfo.epoch=Epoch state.minfo.bed.location = Location/Distance state.minfo.bed.periods = Periods state.minfo.bed.char_diameter = Characteristic Diameter state.minfo.soundings = Choose Soundings year=Year epoch=Epoch soundings = Soundings / Epochs historical.mode.w = Waterlevel Analyse historical.mode.q = Discharge Analyse historical_discharge.wq.curve_range = Discharge Curve {0,date,short} - {1,date,short} historical_discharge.wq.curve_since = Discharge Curve {0,date,short} calc.surface.curve = Water Level/Surface Curve calc.flood.map = Flood Plain calc.discharge.curve = State Discharge Curve/Stage Discharge Relation calc.duration.curve = Duration Curve calc.discharge.longitudinal.section = TODO (W bei...) calc.w.differences = Differences calc.historical.discharge.curve = Historical Discharge Curve calc.reference.curve = Reference Curve calc.extreme.curve = Extreme Curves calc.fixation.default = Fixingg calc.fixation.vollmer = Generative Waterlevel calc.bed.middle = Middle Bed Height calc.bed.diff = Bed Height Difference calc.bed.quality = Bed Quality calc.sediment.load = Sediment Load calc.flow.velocity = Flow Velocity calc.sq.relation = Load Discharge Relation calc.bed.d90 = D90 calc.bed.d84 = D84 calc.bed.d80 = D80 calc.bed.d75 = D75 calc.bed.d70 = D70 calc.bed.d60 = D60 calc.bed.d50 = D50 calc.bed.d40 = D40 calc.bed.d30 = D30 calc.bed.d25 = D25 calc.bed.d20 = D20 calc.bed.d16 = D16 calc.bed.d10 = D10 calc.bed.dmin = Dmin calc.bed.dmax = Dmax calc.bed.dmid = Dmid calculation.analysis = Fixinganalysis calculation.vollmer = relocated Waterlevel Calculation state.chart.river = River state.chart.type = Charttype state.chart.km = Kilometer chart.new.durationcurve = Duration Curve chart.new.computeddischargecurve = Discharge Curve chart.new.longitudinal_section = Longitudinal Section chart.new.w_differences = Differences chart.new.crosssection = Cross Section cross_section = Cross Section reference_curve = Reference Curve reference_curve_normalized = Normalized Reference Curve scenario.current = Current scenario.potentiel = Potentiel scenario.scenario = Scenario floodplain.option = Use Floodplain? floodplain.active = Activ floodplain.inactive = Inactiv river = River calculation_mode = Calculation Mode ld_locations = Location(s) main_channel = Main channel total_channel = Total channel chart.longitudinal.section.title = W-Longitudinal Section chart.longitudinal.section.subtitle = Range: {0}-km {1,number,#.###} - {2,number,#.###} chart.longitudinal.section.shortsubtitle = {0} chart.longitudinal.section.xaxis.label = {0}-km chart.longitudinal.section.yaxis.label = W [{0}] chart.longitudinal.section.yaxis.second.label = Q [m\u00b3/s] chart.longitudinal.annotations.label = {0}.km chart.cross_section.title = Cross Section for river {0} chart.cross_section.subtitle = {0}-km: {1,number,#.###} chart.cross_section.xaxis.label = Distance [m] chart.cross_section.yaxis.label = W [NN + m] chart.discharge.curve.title = Discharge Curve chart.discharge.curve.xaxis.label = Q [m\u00b3/s] chart.discharge.curve.yaxis.label = W [cm] chart.discharge.curve.curve.valid.from = {0} (valid from {1,date,short}) chart.discharge.curve.curve.valid.range = {0} (valid from {1,date,short} - {2,date,short}) chart.computed.discharge.curve.title = Discharge Curve chart.computed.discharge.curve.subtitle = {0}-km: {1,number,#.###} chart.computed.discharge.curve.yaxis.label = W [NN + m] chart.computed.discharge.curve.curve.label = Discharge Curve {0} km {1} chart.computed.discharge.curve.gauge = Discharge curve at gauge {0} (km {1}) chart.duration.curve.title = Duration Curve chart.duration.curve.subtitle = {0}-km: {1,number,#.###} chart.duration.curve.xaxis.label = Duration of Non-Exceedence [Days] chart.duration.curve.yaxis.label = W [NN + m] chart.duration.curve.curve.w = Waterlevel duration curve for {0} (km: {1}) chart.duration.curve.curve.q = Discharge duration curve for {0} (km: {1}) chart.historical.discharge.title = Historical Discharge Curves chart.historical.discharge.subtitle = Gauge {0} {1,date,medium} - {2,date,medium} chart.historical.discharge.xaxis.label = Time chart.historical.discharge.yaxis.label = Q [m\u00b3/s] chart.historical.discharge.yaxis.second.label = W [cm] chart.reference.curve.title = Reference Curve chart.reference.curve.subtitle = {0} chart.reference.curve.x.axis.in.cm = Reference Gauge(s) [cm] chart.reference.curve.x.axis.in.m = Reference Station [NN + m] chart.reference.curve.y.axis.in.cm = Target Gauge(s) [cm] chart.reference.curve.y.axis.in.m = Target Station(s) [NN + m] chart.w_differences.title = Differences chart.w_differences.subtitle = Range: {0}-km {1,number,#.###} - {2,number,#.###} chart.w_differences.yaxis.label = m chart.w_differences.yaxis.second.label = W [NN + m] chart.normalized.reference.curve.title = Reduced Reference Curve chart.fixings.wq.title = Fixings Analysis at km {0} chart.fixings.wq.subtitle=River: {0}; Range: {1,date,short} to {2,date,short}; Reference period: {3,date,short} to {4,date,short} chart.fixings.wq.subtitle1={0,date,short} to {1,date,short} chart.fixings.analysis.title = Longitudinal section at km {0} chart.bedquality.title=Bed Longitudinal Section chart.bedquality.xaxis.label=River-Km chart.bedquality.yaxis.label=Diameter [m] chart.bedquality.yaxis.label.porosity=Porosity [%] chart.bedquality.yaxis.label.density=Density [t/m\u00b3] chart.bedheight_middle.section.title=Middle Bed Height chart.bedheight_middle.section.yaxis.label=middle Bed Height [mm a NN] chart.flow_velocity.section.title=Geschwindigkeit- und Schubspannung chart.flow_velocity.section.yaxis.label=Speed v [m/s] chart.flow_velocity.section.yaxis.second.label=Schubspannung Tau [N] chart.sq_relation.xaxis.label = Discharge [m\u00b3/s] chart.sq_relation.yaxis.label = Transport [kg/s] chart.sq_relation_a.title = Feinkornanteil chart.sq_relation_b.title = Sand (Suspensionstransport) chart.sq_relation_c.title = Sand (Geschiebetransport) chart.sq_relation_d.title = Fein- und Mittelkies chart.sq_relation_e.title = Grobkornanteil (> Mittelkies) chart.sq_relation_f.title = Geschiebetransport gesamt facet.sq_relation.curve = Potenziell (Geschiebedaten) facet.sq_relation.measurements = Geschiebedaten facet.sq_relation.outliers = Ausrei\u00dfer Durchgang {0} facet.sq_relation.outlier.curve = Potenziell Durchgang {0} facet.sq_relation.outlier.measurement = Geschiebedaten Durchgang {0} facet.longitudinal_section.annotations = POIs facet.discharge_curves.mainvalues.q = Q (main values) facet.discharge_curves.mainvalues.w = W (main values) facet.flow_velocity.mainchannel = v Mainchannel at {0} facet.flow_velocity.totalchannel = v Totalchannel at {0} facet.flow_velocity.tauchannel = TAU Mainchannel at {0} facet.bedheight_middle.single = Bed Height {0,number,####} facet.bedheight_middle.epoch = Bed Height Epoch {0,number,####} - {1,number,####} facet.bedquality.bed.porosity.toplayer = Porosity ({0,date} - {1,date}) ({2}) facet.bedquality.bed.porosity.sublayer = Porosity ({0,date} - {1,date}) ({2}) facet.bedquality.bed.density.toplayer = Density ({0,date} - {1,date}) ({2}) facet.bedquality.bed.density.sublayer = Density ({0,date} - {1,date}) ({2}) facet.bedquality.bed.diameter.toplayer = {0}_Bed ({1,date} - {2,date}) ({3}) facet.bedquality.bed.diameter.sublayer = {0}_Bed ({1,date} - {2,date}) ({3}) facet.bedquality.bedload.diameter = {0}_Bedload bedquality.toplayer = 0.0m - 0.3m bedquality.sublayer = 0.1m - 0.5m facet.bedheight.diff.year = Bedheight Difference {0} facet.bedheight.diff.morph = Morphologic Width {0} facet.bedheight.diff.height1 = Original Height Minuend {0} facet.bedheight.diff.height2 = Original Height Subtrahend {0} facet.bedheight.diff.absolute = Bedheight Difference/Year {0} facet.bedheight.diff.epoch = Bedheight Difference {0} facet.gauge_discharge_curve.description = Discharge Curve on river {0} and gauge {1} facet.gauge_discharge_curve.river = Name of the river facet.gauge_discharge_curve.reference_gauge = Gauge official number facet.gauge_discharge_curve.gauge_name = Name of the gauge facet.gauge_discharge_curve.gauge_location = Location of the gauge chart.beddifference.height.title = Bedheight Difference chart.beddifference.height.xaxis.label = River-Km [km] chart.beddifference.height.yaxis.label = Difference [cm/year] chart.beddifference.epoch.title = Bedheight Difference chart.beddifference.xaxis.label = River-Km [km] chart.beddifference.yaxis.label.diff = Difference [m] chart.beddifference.yaxis.label.height = Absolute Height [m] chart.beddifference.year.title = Bedheight Difference chart.beddifference.xaxis.label = River-Km [km] chart.beddifference.yaxis.label.diff = Difference [m] chart.beddifference.yaxis.label.morph = Morphologic Width [m] chart.beddifference.yaxis.label.heights = Absolute Height [m] export.waterlevel.csv.header.km = River-Km export.waterlevel.csv.header.w = W [NN + m] export.waterlevel.csv.header.q = Q [m\u00b3/s] export.waterlevel.csv.header.q.desc = Description export.waterlevel.csv.header.location = Location export.waterlevel.csv.header.gauge = Reference Gauge export.waterlevel.csv.meta.result = # Calculation Output - {0} - Waterlevel - FLYS 3 export.waterlevel.csv.meta.creation = # Time of creation: {0} export.waterlevel.csv.meta.calculationbase = # Calculation base: {0} export.waterlevel.csv.meta.river = # River: {0} export.waterlevel.csv.meta.range = # Location/Range (km): {0} - {1} export.waterlevel.csv.meta.gauge = # Gauge: {0} export.waterlevel.csv.meta.q = # Q (m\u00b3/s): {0} export.waterlevel.csv.meta.w = # W (NN + m): {0} - {1} export.waterlevel.csv.not.in.gauge.range = Outside selected gauge export.computed.discharge.curve.csv.header.w = W [NN + m] export.computed.discharge.curve.csv.header.q = Q [m\u00b3/s] export.duration.curve.csv.header.duration = D [Days] export.duration.curve.csv.header.w = W [NN + m] export.duration.curve.csv.header.q = Q [m\u00b3/s] export.discharge.longitudinal.section.csv.header.km = River-Km export.discharge.longitudinal.section.csv.header.w = W [NN + m] export.discharge.longitudinal.section.csv.header.cw = W corr. export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s] export.discharge.curve.at.header = Computed Discharge Curve for {0} {0}-km: {1} export.historical.discharge.csv.header.timerange = Timerange export.historical.discharge.csv.header.waterlevel = Waterlevel [cm] export.historical.discharge.csv.header.discharge = Discharge [m\u00b3/s] export.historical.discharge.csv.header.diff = Difference [m\u00b3/s] export.historical.discharge.csv.header.gaugename = Gaugename export.reference_curve.csv.header.km = km export.reference_curve.csv.header.w.cm = W (cm at Gauge) export.reference_curve.csv.header.w.m = W (m + NHN) export.reference_curve.csv.header.w.q = equiv. Q (m\u00b3/s) export.waterlevel.pdf.mode = Waterlevel export.computed.discharge.pdf.mode = Computed Dischargecurve export.duration.pdf.mode = Durationcurve export.wdifferences.pdf.mode = W Differences export.historical.discharge.pdf.mode = Historical Discharge export.reference_curve.pdf.mode = Reference Curve export.computed.discharge.pdf.file = /jasper/computed-discharge_en.jasper export.duration.pdf.file = /jasper/duration_en.jasper export.waterlevel.pdf.file = /jasper/waterlevel_en.jasper export.wdifferences.pdf.file = /jasper/wdifferences_en.jasper export.historical.discharge.pdf.file = /jasper/historical-discharge_en.jasper export.reference_curve.pdf.file = /jasper/reference_en.jasper export.reference_curve.pdf.file.gauge = /jasper/reference_en_gauge.jasper export.reference_curve.pdf.file.gauge.end = /jasper/reference_en_gauge_end.jasper export.reference_curve.pdf.file.gauge.start.end = /jasper/reference_en_gauge_start_end.jasper export.flow_velocity.csv.header.km = River Km export.flow_velocity.csv.header.v_total = v Total Channel export.flow_velocity.csv.header.v_main = v Main Channel export.flow_velocity.csv.header.tau_main = TAU Main Channel export.flow_velocity.csv.header.q = Q [m\u00b3/s] export.flow_velocity.csv.header.locations = Location export.bedheight_middle.csv.header.km = River km export.bedheight_middle.csv.header.sounding = Sounding / Epoch export.bedheight_middle.csv.header.height = middle Bed Height export.bedheight_middle.csv.header.uncertainty = Uncertainty [m] export.bedheight_middle.csv.header.datagap = Data Gap export.bedheight_middle.csv.header.soundingwidth = Sounding Width [m] export.bedheight_middle.csv.header.width = morphological active width [m] export.bedheight_middle.csv.header.locations = Location export.sqrelation.csv.header.parameter = Parameter export.sqrelation.csv.header.station = Station export.sqrelation.csv.header.km = River-Km export.sqrelation.csv.header.function = Function export.sqrelation.csv.header.gauge = Gauge export.sqrelation.csv.header.coeff.a = a export.sqrelation.csv.header.coeff.b = b export.sqrelation.csv.header.coeff.q = Q export.sqrelation.csv.header.coeff.r = r^2 export.sqrelation.csv.header.n.total = n total export.sqrelation.csv.header.n.outliers = n outliers export.sqrelation.csv.header.c.duan = C (DUAN) export.sqrelation.csv.header.c.ferguson = C (FERGUSON) export.sqrelation.csv.header.variance = Standard variance export.minfo.bedquality.km = km export.minfo.bedquality.density_cap = Density Toplayer export.minfo.bedquality.density_sub = Density Sublayer export.minfo.bedquality.porosity_cap = Porosity Toplayer export.minfo.bedquality.porosity_sub = Porosity Sublayer export.minfo.bedquality.bedload = Bedload Diameter export.minfo.bedquality.bed_cap = Bed Diameter Toplayer export.minfo.bedquality.bed_sub = Bed Diameter Sublayer floodmap.wmsbackground = Background Map floodmap.riveraxis = River Axis floodmap.uesk = Floodmap floodmap.barriers = Digitized Objects floodmap.kms = Kilometrage floodmap.qps = Crosssection Tracks floodmap.hws = Flood Control Works floodmap.catchment = Catchment floodmap.floodplain = Floodplain floodmap.lines = Lines floodmap.buildings = Buildings floodmap.fixpoints = Fixpoints floodmap.floodmaps = Floodmaps floodmap.usershape = User data wsplgen.job.queued = WSPLGEN job in queue. wsplgen.job.error = An unexpected error while starting WSPLGEN occured. wsp.selected.string = {0} Mosel = Mosel Saar = Saar Elbe = Elbe state.map.river = River spline.interpolation.failed = Spline interpolation failed. cannot.find.w.for.q = Cannot find W for Q = {0,number,#.##}. cannot.find.q = Cannot find Q = {0,number,#.##}. no.ws.found = No Ws found. no.q.found.in.column = No Q found in {0,integer} column. spline.creation.failed = Spline creation failed. cannot.find.w.or.q = Cannot find W or Q. km.not.found = Cannot find km. cannot.create.wq.relation = Cannot create W/Q relation. cannot.create.index.q.relation = Cannot create index/Q relation. w.w.qkm1.failed = Calculating Q for WST index {0,number,#.##} failed. w.w.wkm1.failed = Calculating W for Q = {0,number,#.##} / WST index {1,number,#.##} failed. w.w.qkm2.failed = Calculating Q for WST index {0,number,#.##} failed. w.w.wkm2.failed = Calculating W for Q = {0,number,#.##} / WST index {1,number,#.##} failed. cannot.find.hist.q.for.w = Cannot find Q for W = {0,number,#.##} in timerange {1, date} - {2, date} cannot.find.hist.w.for.q = Cannot find W for Q = {0,number,#.##} in timerange {1, date} - {2, date} cannot.find.hist.q.tables = Cannot find Discharge Tables for given timerange. cannot.find.hist.q.reftable = Cannot find reference Discharge Table for specified Gauge. more.than.one.q.for.w = Found more Qs for W = {0,number,#.##}. no.river.selected = No river selected. no.gauge.selected = No gauge selected. no.locations.selected = No locations selected. no.kms.selected = No KMs selected. converting.ws.to.qs.failed = Converting Ws to Qs failed. no.wst.for.river = No WST found for selected river. no.range.found = No range found. no.gauge.found.for.km = No gauge found for KM. cannot.create.segments = Cannot create segments. cannot.compute.discharge.curve = Cannot create discharge curve. cannot.find.ds = Cannot find Ds. no.segments.found = No segments found. no.values.given = No values given. cannot.interpolate.w.q = Cannot interpolate W/Q. manualpoints = Manual Points no.reference.start.km = No reference start station given. no.reference.end.kms = No reference end station(s) given. waterlevels = Waterlevels help.index=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe help.winfo=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO help.winfo.wsp.location_distance=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_Streckendaten help.winfo.wsp.wq=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_W.2BAC8-Q_Daten help.winfo.discharge.longitudinal.distance=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Wahl_der_Berechnungsstrecke help.winfo.duration.locations=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_Streckendaten help.winfo.discharge.longitudinal.wq=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_f.2BAPw-r_W.2BAC8-Q_Daten help.winfo.diff.diffs=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Zusammenstellen_der_Differenzen help.winfo.reference.curve.start=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_des_Bezugsortes_.2BAC8_Bezugspegels help.winfo.reference.curve.end=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_des_Zielortes_.2BAC8_Zielpegels help.winfo.uesk.distance=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_Berechnungsstrecke help.winfo.uesk.wsp=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Wahl_der_Wasserspiegellage help.winfo.uesk.dem=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Wahl_des_Digitalen_Gel.2BAOQ-ndemodells help.winfo.uesk.profiles=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_Abstand_Interpolierte_Profile help.winfo.uesk.floodplain=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_Laterale_Begrenzung help.winfo.uesk.differences=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Eingabe_Differenz_Wasserspiegellage_und_Gel.2BAOQ-nde help.winfo.uesk.scenario=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#A.2BANw-berschwemmungsfl.2BAOQ-che_.2BAC8_Szenario help.winfo.historical.discharge.reference_gauge=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Wahl_des_Bezugspegels help.winfo.historical.discharge.timerange=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Auswahl_des_Auswertezeitraumes help.winfo.historical.discharge.mode=https://flys-intern.intevation.de/Flys-3.0/OnlineHilfe/WINFO#Auswahl_der_Analyseart fix.reference.period=Reference period fix.reference.period.event=Reference event fix.reference.period.event.short=R fix.analysis.short=A fix.analysis.periods=Analysis periods fix.derivative=Derivative fix.outlier=Outlier fix.analysis=Analysis event fix.deviation=Standard deviation fix.reference.deviation=Reference deviation fix.vollmer.wq.curve=W/Q fix.vollmer.wq.outliers=Outliers fix.vollmer.wq.events=Events qsectors=Discharge Sectors chart.fix.deltawt.title=Difference from compensating curve at kilometer {0} chart.fix.deltawt.subtitle=Water: {0}; Period: {1,date,short} to {2,date,short}; Reference period: {3,date,short} bis {4,date,short} chart.fix.deltawt.xaxis.label=Date chart.fix.deltawt.yaxis.label=\u0394 W(t) [cm] chart.fix.wq.subtitle=Water: {0}; Period: {1,date,short} to {2,date,short} chart.fixings.derivedcurve.title = Derived curve at km {0} chart.fixings.deltawt.title = Differences from fitted curve at km {0} chart.fixings.longitudinalsection.title=Longitudinal section export.fixings.deltawt.csv.header.km=km export.fixings.deltawt.csv.header.deltaw=\u0394 W [cm] export.fixings.deltawt.csv.header.q=Discharge [m\u00b3/s] export.fixings.deltawt.csv.header.w=Waterlevel [m] export.fixings.deltawt.csv.header.t=Date export.fixings.deltawt.csv.t.format=yyyy/MM/dd export.fixings.deltawt.csv.header.time.range=State export.fixings.deltawt.csv.reference=R export.fixings.deltawt.csv.analysis=A{0,number,integer} fix.missing.river=Missing river fix.missing.from=Missing start km fix.missing.to=Missing end km fix.missing.step="Missing step width fix.missing.function=Missing function type fix.missing.events=Missing list of events fix.missing.reference.period=Missing reference period fix.missing.analysis.periods=Missing analysis periods fix.missing.qstart.sector=Missing discharge start sector fix.missing.qend.sector=Missing discharge end sector fix.missing.prepocessing=Missing info about preprocessing fix.no.overview.available=No overview available fix.invalid.function.name=Name of function unknown fix.too.less.data.colums=Too less data columns for calculation fix.fitting.failed=Fitting failed fix.invalid.values=Invalid values fix.cannot.load.data=Cannot fetch data from database fix.km.chart.q.sector.border0=(MNQ + MQ)/2 fix.km.chart.q.sector.border1=(MQ + MHQ)/2 fix.km.chart.q.sector.border2=HQ5 fix.km.chart.label.date=yyyy/MM/dd fix.km.chart.title=Fixings {0} km {1,number,#.###} fix.km.chart.q.axis=Q [m\u00b3/s] fix.km.chart.w.axis=W [NN + m] fix.km.chart.measured=measured fix.km.chart.interpolated=interpolated fix.export.at.header = Exported fixings discharge curve for {0} {0}-km: {1} sq.km.chart.label = Measuring Points sq.km.chart.title = Measuring Points sq.km.chart.km.axis = km sq.km.chart.date.axis = Date module.winfo = WINFO module.minfo = MINFO module.fixanalysis = Fix Analysis module.new_map = New Map module.new_chart = New Chart load_diameter = Bedload Diameter bed_diameter = Bed Diameter area.label.template = Area = %s m\u00b3 gauge.discharge.service.chart.title = Discharge Tables at Gauge {0} gauge.discharge.service.chart.x.title = Q [m\u00b3/s] gauge.discharge.service.chart.y.title = W [cm] gauge.discharge.service.chart.series.title = Discharge Curve {0,date,short} - {1,date,short} gauge.discharge.service.chart.series.title.master = Current Discharge Curve since {0,date,short}