view flys-artifacts/src/main/resources/messages.properties @ 4174:eaf83d4ae6b1

Sorted gauges for reference gauge selection in historical discharge calculation based on their name. Now, Gauge implements the Java Comparable interface and takes its name into account.
author Ingo Weinzierl <ingo.weinzierl@intevation.de>
date Thu, 18 Oct 2012 13:12:24 +0200
parents 8d3e8cb54e4c
children f03774ed984e
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

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

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
export.historical.discharge.csv.header.discharge = Discharge
export.historical.discharge.csv.header.diff = Difference
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.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

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