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 = Differences 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 = Fixation
calc.fixation.vollmer = Balanced 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.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.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.computed.discharge.curve.gauge = Discharge curve at gauge {0} (km {1})
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.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 for Gauge {0}
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.fixings.analysis.title = Longitudinal section 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.derivedcurve.title = Derived curve at km {0}
chart.fixings.deltawt.title = Differences from fitted curve at km {0}
chart.fixings.wq.title = Fixings Analysis at km {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.normalized.reference.curve.title = Reduced Reference Curve

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.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.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}