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.uesk.dc-hws = HWS
state.winfo.uesk.user-rgd = User defined shapefiles
state.winfo.uesk.barriers = Digitized HWS
state.winfo.waterlevel_pair_select = Chosen Differences
state.winfo.historicalq.reference_gauge = Selection of 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.winfo.extreme.percent = Distance to last extreme in percent
state.winfo.extreme.qinput = Input of Q data
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=use outlier test
state.fix.vollmer.function=Function
state.fix.vollmer.preprocessing = Outliers
state.fix.vollmer.qs = 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=Tolerance
state.minfo.sq.outlier-method=Outliertest
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
state.minfo.sediment.load.location = Range
state.minfo.sediment.load.year_epoch = Year/Epoch
state.minfo.sediment.load.epochs = Epochs
state.minfo.sediment.load.period = Years
state.minfo.sediment.load.off_epochs = off. Epochs
state.minfo.sediment.load.unit = Unit
state.minfo.sediment.load.t_per_a = (t/a)
state.minfo.sediment.load.m3_per_a = (m\u00b3/a)
state.minfo.sediment.load.sq_interval = Load-Discharge Relation
state.minfo.off_epoch = off. Epochs
state.minfo.t_per_a = t/a
state.minfo.m3_per_a = m\u00b3/a

year=Year
epoch=Epoch
off_epoch = off. Epochs
soundings = Soundings / Epochs
t_per_a = t/a
m3_per_a = m\u00b3/a

historical.mode.w = Waterlevel Analyse
historical.mode.q = Discharge Analyse
historical_discharge.wq.curve_range = Discharge Curve {0,date,medium} - {1,date,medium}
historical_discharge.wq.curve_since = Discharge Curve {0,date,medium}

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 = W for userdefined Discharge
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.dm = dm
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

outlier.method.grubbs=Grubbs
outlier.method.std-dev=Residual standard error

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 [{0}]

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.locsubtitle = {0} km {1,number,#.###}
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.discharge.curve.title = Discharge Curve
chart.discharge.curve.xaxis.label = Q [m\u00b3/s]
chart.discharge.curve.yaxis.label = W [{0}]
chart.discharge.curve.yaxis.cm.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.discharge.curve.subtitle = {0}-km: $KM
chart.discharge.curve.model = Model discharge curve {0} {1,date,medium} - {2,date,medium}
chart.discharge.curve.model.nostop = Model discharge curve {0} {1,date,medium} -
chart.computed.discharge.curve.yaxis.label = W [{0}]
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 = W [{0}]
chart.duration.curve.yaxis.label.q = Q [m\u00b3/s]
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.second.label = Q [m\u00b3/s]
chart.historical.discharge.yaxis.label = W [cm]
chart.historical.discharge.wq.title = Discharge Curves
chart.historical.discharge.wq.xaxis.label = Q [m\u00b3/s]
chart.historical.discharge.wq.yaxis.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
chart.fixings.deltawt.title = Differences from fitted curve at km {0}
chart.fixings.wq.title = Fixings Analysis at km {0}
chart.fixings.wq.yaxis.label = W [{0}]

chart.extreme.wq.yaxis.label = W [{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 = {0}
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={0}-km
chart.bedquality.yaxis.label.diameter = Diameter [mm]
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 [{0}]
chart.bedheight_middle.sounding.yaxis.label=Sounding Width [m]

meta.bedheight.year = Year
meta.bedheight.type = Type
meta.bedheight.cur.elevation = Current elevation model
meta.bedheight.old.elevation = Old elevation model
meta.bedheight.sounding.width = Sounding width
meta.bedheight.range = Range
meta.bedheight.location.system = Location system
meta.bedheight.evalby = Evaluated by
meta.bedheight.river.elevation = River elevation model

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=Bottom shear stress [N/m\u00b2]

chart.sq_relation.xaxis.label = Discharge [m\u00b3/s]
chart.sq_relation.yaxis.label = Transport [kg/s]
chart.sq_relation_a.title = Fine material
chart.sq_relation_b.title = Sand (suspended)
chart.sq_relation_c.title = Sand (bed load)
chart.sq_relation_d.title = Fine/middle gravel
chart.sq_relation_e.title = Coarse gravel
chart.sq_relation_f.title = Total bed load
facet.sq_relation.curve = Potential (bed load {0,date} - {1,date})
facet.sq_relation.measurements = Bed load {0,date} - {1,date}
facet.sq_relation.static_data = {0} to {1}
facet.sq_relation.outliers = Outliers pass {0}
facet.sq_relation.outlier.curve = Potential pass {0}
facet.sq_relation.outlier.measurement = bed load data pass {0}

sedimentdensity = sediment density
coarse = Coarse gravel
sand = Sand
fine_middle = Fine/Mid. gravel
susp_sand = Susp. Sand
susp_sand_bed = Bed. part Susp.Sand
suspended_sediment = Sediment
total = Total load

chart.sedimentload.ls.title = Sediment load
chart.sedimentload.ls.xaxis.label = km
chart.sedimentload.ls.yaxis.label.diff = [t/a]

facet.sedimentload.prefix.offcial = Official epoch : 
facet.sedimentload.coarse = Coarse gravel - {0} [{1}]
facet.sedimentload.fine_middle = Fine/Mid. gravel - {0} [{1}]
facet.sedimentload.sand = Sand - {0} [{1}]
facet.sedimentload.susp_sand = Suspended sand - {0} [{1}]
facet.sedimentload.susp_sand_bed = Bed. part suspended sand - {0} [{1}]
facet.sedimentload.suspended_sediment = Suspended sediment - {0} [{1}]
facet.sedimentload.total = Total load (from database) - {0} [{1}]
facet.sedimentload.bed_load = Bed load (from database) - {0} [{1}]
facet.sedimentload.suspended_load = Suspended load (from database) - {0} [{1}]
facet.sedimentload.calc.total = Total load (calculated) - {0} [{1}]
facet.sedimentload.calc.bed_load = Bed load (calculated) - {0} [{1}]
facet.sedimentload.calc.bed_load_susp_sand = Bed building load (calculated) - {0} [{1}]

minfo.sedimentload.no.data = No sediment load data available
sedimentload.missing.fraction.coarse = Missing fraction coarse gravel - {0}
sedimentload.missing.fraction.fine_middle = Missing fraction fine/mid. gravel - {0}
sedimentload.missing.fraction.sand = Missing fraction sand - {0}
sedimentload.missing.fraction.susp_sand = Missing fraction suspended sand - {0}
sedimentload.missing.fraction.susp_sand_bed = Missing fraction bed. part suspended sand - {0}
sedimentload.missing.fraction.suspended_sediment = Missing fraction suspended sediment - {0}
sedimentload.missing.fraction.total = Missing fraction total load - {0}
sedimentload.missing.fraction.bed_load = Missing fraction bed load - {0}
sedimentload.missing.fraction.bed_load_susp_sand = Missing fraction bed building load - {0}

facet.longitudinal_section.annotations = POIs
facet.discharge_curves.mainvalues.q = Q (main values)
facet.discharge_curves.mainvalues.w = W (main values)
facet.w_differences = {0} - {1}
facet.w_differences.raw = {0} - {1} (raw)
historical_discharge.mainvalues.q = Q Main Values
historical_discharge.mainvalues.w = W Main Values
facet.flow_velocity.model.mainchannel = Mainchannel {0}
facet.flow_velocity.model.totalchannel = Totalchannel {0}
facet.flow_velocity.model.tau = Bottom shear stress {0}
facet.flow_velocity.model.q = Q {0}
facet.flow_velocity.mainchannel = v Mainchannel at {0}
facet.flow_velocity.discharge = Discharge at {0}
facet.flow_velocity.totalchannel = v Totalchannel at {0}
facet.flow_velocity.tauchannel = Bottom shear stress Mainchannel at {0}
facet.flow_velocity.mainchannel.raw = v Mainchannel at {0} (raw)
facet.flow_velocity.totalchannel.raw = v Totalchannel at {0} (raw)
facet.flow_velocity.tauchannel.raw = Bottom shear stress Mainchannel at {0} (raw)
facet.flow_velocity.velocity = V {0}
facet.flow_velocity.waterlevel = Waterlevel {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.bed.diameter.data.toplayer = {0} Bed ({1,date} - {2,date}) ({3}) - measurements
facet.bedquality.bed.diameter.data.sublayer = {0} Bed ({1,date} - {2,date}) ({3}) - measurements
facet.bedquality.bedload.diameter.data = {0} Bedload - measurements
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.sounding_width = Sounding Width ({0})
facet.bedheight.diff.sounding = sounding Width
facet.bedheight.diff.height1 = Original Height Minuend {0}
facet.bedheight.diff.height2 = Original Height Subtrahend {0}
facet.bedheight.diff.morph1 = Morph. active width minuend
facet.bedheight.diff.morph2 = Morph. active width subtrahend
facet.bedheight.diff.absolute = Bedheight Difference/Year {0}
facet.bedheight.diff.epoch = Bedheight Difference {0}
facet.bedheight.diff.year.raw = Bedheight Difference {0} (raw)
facet.bedheight.diff.height.raw = {0} (raw)
facet.bedheight.diff.height1.raw = Original Height Minuend {0} (raw)
facet.bedheight.diff.height2.raw = Original Height Subtrahend {0} (raw)
facet.bedheight.diff.absolute.raw = Bedheight Difference/Year {0} (raw)
facet.bedheight.diff.epoch.raw = BedHeight Difference {0} (raw)
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
facet.morphologic.width = morphologic Width

facet.porosity = {0}

chart.beddifference.height.title = Bedheight Difference
chart.beddifference.height.xaxis.label = {0}-km
chart.beddifference.height.yaxis.label = Difference [cm/year]
chart.beddifference.epoch.title = Bedheight Difference
chart.beddifference.xaxis.label = {0}-km
chart.beddifference.yaxis.label.diff = Difference [cm]
chart.beddifference.yaxis.label.height = Absolute Height [m]
chart.beddifference.year.title = Bedheight Difference
chart.beddifference.yaxis.label.morph = Width [m]
chart.beddifference.yaxis.label.heights = Absolute Height [m]
chart.subtitle.radius = Radius for weighted Average: {0} km

export.csv.header.km = km
export.csv.header.year = year

export.waterlevel.csv.header.km = River-Km
export.waterlevel.csv.header.w = W [{0}]
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 [{0}]
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 [{0}]
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. [NN + m]
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.discharge.curve.at.gauge.header = Dischargetable for {1}/{0} since {2} datum[{4}] = {3}
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.q = \u0394Q to reference[m\u00b3/s]
export.historical.discharge.csv.header.diff.w = \u0394W to reference[m\u00b3/s]
export.historical.discharge.csv.header.gaugename = Gauge
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 = Dischargecurve
export.computed.discharge.pdf.calc.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 = Bottom shear stress 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 [{0}]
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.sedimentload.csv.header.coarse = Coarse gravel [{0}]
export.sedimentload.csv.header.fine_middle = Fine/Mid. gravel [{0}]
export.sedimentload.csv.header.sand = Sand [{0}]
export.sedimentload.csv.header.susp_sand = Suspended sand [{0}]
export.sedimentload.csv.header.susp_sand_bed = Bed. part suspended sand [{0}]
export.sedimentload.csv.header.suspended_sediment = Suspended sediment [{0}]
export.sedimentload.csv.header.total = Total load [{0}]
export.sedimentload.csv.header.bed_load = Bed load [{0}]
export.sedimentload.csv.header.bed_load_susp_sand = Bed building load [{0}]

export.sqrelation.csv.info.coeff.a = a: coefficient of transport curve
export.sqrelation.csv.info.coeff.b = b: exponent of transport curve
export.sqrelation.csv.info.qmax = Q max, measured: maximum measured discharge [m\u00b3/s]
export.sqrelation.csv.info.stderr = standard error: natural logarithm of standard deviation
export.sqrelation.csv.info.r2 = r^2: coefficient of determination
export.sqrelation.csv.info.ntot = n total: number of measurements
export.sqrelation.csv.info.noutl = n outliers: number of outliers
export.sqrelation.csv.info.cferguson = CFERGUSON: bias correction (Ferguson, 1986)
export.sqrelation.csv.info.cduan = CDUAN: bias correction (Duan, 1983)
export.sqrelation.csv.info.param.a = Parameter A: transport of fine material (< 0.063 mm)
export.sqrelation.csv.info.param.b = Parameter B: transport of suspended sand (0.063-2 mm)
export.sqrelation.csv.info.param.c = Parameter C: transport of sand (0.063-2 mm)
export.sqrelation.csv.info.param.d = Parameter D: transport of fine and medium gravel (2-16 mm)
export.sqrelation.csv.info.param.e = Parameter E: transport of coarse gravel (> Mittelkies)(16-125 mm)
export.sqrelation.csv.info.param.f = Parameter F: transport of bed load (0.063-125 mm)
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.sd = Standard error
export.sqrelation.csv.header.qmax = Q max, measured [m\u00b3/s]
export.sqrelation.pdf.file = /jasper/sqrelation_en.jasper
export.sqrelation.pdf.mode = Load Discharge Relation
export.minfo.bedquality.km = km
export.minfo.bedquality.density_cap = Density Toplayer [t/m\u00b3]
export.minfo.bedquality.density_sub = Density Sublayer [t/m\u00b3]
export.minfo.bedquality.porosity_cap = Porosity Toplayer [%]
export.minfo.bedquality.porosity_sub = Porosity Sublayer [%]
export.minfo.bedquality.bedload = Bedload Diameter [mm]
export.minfo.bedquality.bed_cap = Bed Diameter Toplayer [mm]
export.minfo.bedquality.bed_sub = Bed Diameter Sublayer [mm]
export.minfo.beddifference.km = km
export.minfo.beddifference.diff = Bedheight Difference [cm]
export.minfo.beddifference.diff.pair = Difference pair
export.minfo.beddifference.pdf.file = /jasper/beddifference_en.jasper
export.minfo.beddifference.pdf.title = Bedheight Difference
export.minfo.beddifference.pdf.mode = Bedheight Difference
export.minfo.beddifference.sounding1 = Sounding width minuend [m]
export.minfo.beddifference.sounding2 = Sounding width subtrahend [m]
export.minfo.beddifference.gap1 = Data gap minuend [%]
export.minfo.beddifference.gap2 = Data gap subtrahend [%]

floodmap.wmsbackground = Background Map
floodmap.riveraxis = River Axis
floodmap.uesk = Floodmap: {0}-km {1,number,####} - {2,number,####} - {3}
floodmap.barriers = Digitized Objects
floodmap.kms = Kilometrage
floodmap.qps = Crosssection Tracks
floodmap.hws = Flood Control Works
floodmap.hws.lines.official = Official Flood Control Works
floodmap.hws.points.official = Official Flood Control Works (points)
floodmap.catchment = Catchment
floodmap.floodplain = Floodplain
floodmap.lines = Lines
floodmap.buildings = Buildings
floodmap.fixpoints = Fixpoints
floodmap.floodmaps = Floodmaps
floodmap.usershape = User data
floodmap.isobath.class = {0,number,#.#} m to {1,number,#.#} m
floodmap.isobath.lastclass = greater {0,number,#.#} m

wsplgen.job.queued = WSPLGEN job in queue.
wsplgen.job.error = An unexpected error while starting WSPLGEN occured.

official.line.found = Found official line for {0} from year {1,date,yyyy} from {2}.

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.

hist.discharge.no.value.in.ref = {0} {1} not in reference table
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,#.##}.

extreme_wq_curve = Curve for extreme WQ
extreme_wq_base_curve = Measurement basis for extreme WQ

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 {0}.
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=${help.url}/OnlineHilfe
help.state.winfo=${help.url}/OnlineHilfe/WINFO
help.state.winfo.river=${help.url}/OnlineHilfe/WINFO#help.state.winfo.river
help.state.winfo.calculation_mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.calculation_mode
help.state.winfo.location=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location
help.state.winfo.distance_only=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance_only
help.state.winfo.distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance
help.state.winfo.location_distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location_distance
help.state.winfo.wq=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq
help.state.winfo.wq_adapted=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq_adapted
help.state.winfo.waterlevel_pair_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.waterlevel_pair_select
help.state.winfo.reference.curve.input.start=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.start
help.state.winfo.reference.curve.input.end=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.end
help.state.winfo.uesk.wsp=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.wsp
help.state.winfo.uesk.dgm=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.dgm
help.state.winfo.uesk.profiles=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.profiles
help.state.winfo.uesk.floodplain=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.floodplain
help.state.winfo.uesk.differences=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.differences
help.state.winfo.uesk.scenario=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.dc-hws=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.user-rgd=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.uesk.barriers=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario
help.state.winfo.historicalq.reference_gauge=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.reference_gauge
help.state.winfo.historicalq.timerange=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.timerange
help.state.winfo.historicalq.mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.mode
help.state.winfo.function_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.function_select
help.state.winfo.extreme.percent=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.percent
help.state.winfo.extreme.qinput=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.qinput

help.state.minfo.river=${help.url}/OnlineHilfe/MINFO#help.state.minfo.river
help.state.minfo.calculation_mode=${help.url}/OnlineHilfe/MINFO#help.state.minfo.calculation_mode
help.state.minfo.distance_only=${help.url}/OnlineHilfe/MINFO#help.state.minfo.distance_only
help.state.minfo.bed.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.year_epoch
help.state.minfo.sq.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.location
help.state.minfo.bed.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.location
help.state.minfo.dischargestate=${help.url}/OnlineHilfe/MINFO#help.state.minfo.dischargestate
help.state.minfo.soundings=${help.url}/OnlineHilfe/MINFO#help.state.minfo.soundings
help.state.minfo.bed.difference_select=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.difference_select
help.state.minfo.sq.outliermethod=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.outliermethod
help.state.minfo.sq.outliers=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.outliers
help.state.minfo.sediment.load.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.year_epoch
help.state.minfo.sediment.load.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.location
help.state.minfo.bed.periods=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.periods
help.state.minfo.bed.char_diameter=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.char_diameter
help.state.minfo.sediment.load.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.period
help.state.minfo.sediment.load.epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.epochs
help.state.minfo.sediment.load.off_epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.off_epochs
help.state.minfo.sediment.load.unit=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.unit
help.state.minfo.sq.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.period


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=Adjusted function
fix.vollmer.wq.outliers=Outliers
fix.vollmer.wq.events=Events
qsectors=Discharge Sectors
fix.mnq=arround MNQ
fix.mq=arraound MQ
fix.mhq=arround MHQ
fix.hq5=over HQ5

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.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.realize.missing.is.q=No Q value found
fix.realize.missing.segments=Missing values for gauges
fix.no.such.river=River not found
fix.cannot.find.segment=Outside of gauge ranges
fix.cannot.calculate.function=Evaluation of function failed

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}
fix.export.at.gauge.header = Exported fixings discharge curve for {0}, gauge: {1} datum[{3}] = {2}
sq.km.chart.label = Measuring Points
sq.km.chart.title = Measuring Points
sq.km.chart.km.axis = km
sq.km.chart.date.axis = Date
static.sq.river = River
static.sq.station = Station

module.winfo = W-INFO
module.minfo = M-INFO
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}

bed.km.chart.label = Sedimentdata
bed.km.chart.title = Sedimentdata SedDB
bedload.km.chart.label = Geschiebedaten
bedload.km.chart.title = Geschiebedatenbestand SedDB

help.state.fix.river=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.river
help.state.fix.calculation.mode=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.calculation.mode
help.state.fix.location=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.location
help.state.fix.period=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.period
help.state.fix.gaugerange=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.gaugerange
help.state.fix.eventselect=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.eventselect
help.state.fix.analysis.referenceperiod=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.referenceperiod
help.state.fix.analysis.analysisperiods=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.analysisperiods
help.state.fix.analysis.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.function
help.state.fix.analysis.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.preprocessing
help.state.fix.analysis.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.compute
help.state.fix.vollmer.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.function
help.state.fix.vollmer.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.preprocessing
help.state.fix.vollmer.qs=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.qs
help.state.fix.vollmer.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.compute