Mercurial > dive4elements > river
view artifacts/src/main/resources/messages.properties @ 7052:7056fa3b1f75 generator-refactoring
Call processors from configuration.
author | Sascha L. Teichmann <teichmann@intevation.de> |
---|---|
date | Thu, 19 Sep 2013 11:50:36 +0200 |
parents | fc2de41ebdb8 |
children | ab57b6eee71c |
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.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=incorporate in calculation 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.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 = 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 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.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 [{0}] 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 [{0}] chart.computed.discharge.curve.curve.label = Discharge Curve {0} km {1} chart.computed.discharge.curve.gauge = current DC {0} {1} - {2} 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.second.label = Q [m\u00b3/s] chart.historical.discharge.yaxis.label = W [cm] chart.historical.discharge.wq.title = Discharge Curves chart.historical.discharge.wq.subtitle = Gauge {0} 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.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.fixings.wq.yaxis.label = W [{0}] chart.extreme.wq.yaxis.label = W [{0}] chart.bedquality.title=Bed Longitudinal Section chart.bedquality.xaxis.label={0}-km chart.bedquality.yaxis.label=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.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} chart.sedimentload.ls.title = Sediment load chart.sedimentload.ls.xaxis.label = km chart.sedimentload.ls.yaxis.label.diff = [t/a] facet.sedimentload.coarse = Coarse gravel facet.sedimentload.sand = Sand facet.sedimentload.fine_middle = Fine/Mid. gravel facet.sedimentload.susp_sand = Susp. Sand facet.sediemntload.susp_sand_bed = Bed. part Susp.Sand facet.sedimentload.susp_sediment = Sediment facet.sedimentload.total = Total facet.sedimentload.total_load = Total bed load missing.fraction.coarse = Year {0}: Missing coarse fraction missing.fraction.fine_middle = Year {0}: Missing fine/middle fraction missing.fraction.sand = Year {0}: Missing sand fraction missing.fraction.susp_sand = Year {0}: Missing susp. sand fraction missing.fraction.susp_sediment = Year {0}: Missing susp. sediment fraction missing.data.coarse = Missing coarse data at missing.data.fine_middle = Missing fine/middle data at missing.data.sand = Missing sand data at missing.data.susp_sand = Missing susp. sand data at missing.data.susp_sediment = Missing susp. sediment data at facet.longitudinal_section.annotations = POIs facet.discharge_curves.mainvalues.q = Q (main values) facet.discharge_curves.mainvalues.w = W (main values) historical_discharge.mainvalues.q = Q Main Values historical_discharge.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.flow_velocity.mainchannel.raw = v Mainchannel at {0} (raw) facet.flow_velocity.totalchannel.raw = v Totalchannel at {0} (raw) facet.flow_velocity.tauchannel.raw = TAU Mainchannel at {0} (raw) facet.flow_velocity.discharge = Discharge 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.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.diff.morph = sounding Width 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.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.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 facet.morphologic.width = morphologic Width 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 [{0}] chart.beddifference.year.title = Bedheight Difference chart.beddifference.yaxis.label.morph = Width [m] chart.beddifference.yaxis.label.heights = Absolute Height [{0}] 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 [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. [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 = Discharge Table for {1}/{0} since {2} PNP[{4}] = {3} export.discharge.curve.at.gauge.calc.header = Computed Discharge Curve for {0}, Gauge: {1} PNP[{3}] = {2} 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 = \u0394Q 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 = 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.sedimentload_ls.csv.header.km = km export.sedimentload_ls.csv.header.year = year export.sedimentload_ls.csv.header.coarse = coarse export.sedimentload_ls.csv.header.finemiddle = finemiddle export.sedimentload_ls.csv.header.sand = sand export.sedimentload_ls.csv.header.suspsand = susp. sand export.sedimentload_ls.csv.header.suspsediment = susp. sediment export.sedimentload_ls.csv.header.suspsandbb = susp. sand (BB) export.sedimentload_ls.csv.header.total = total 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 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 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 export.minfo.beddifference.km = km export.minfo.beddifference.diff = m export.minfo.beddifference.pdf.file = /jasper/beddifference_en.jasper export.minfo.beddifference.pdf.title = Bedheight Difference export.minfo.beddifference.pdf.mode = Bedheight Difference 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. 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=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.difference_select help.state.minfo.sq.outliers=${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.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} 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