Mercurial > dive4elements > river
view artifacts/src/main/resources/messages.properties @ 7697:640342d9ab8a
(issue1649) Remove broken getWKms from RiverUtils and use WDifferencesState instead
This was basically duplicated code but only the code in WDifferenceState
was maintained and extended.
Another RiverUtils function bites the dust.
author | Andre Heinecke <aheinecke@intevation.de> |
---|---|
date | Mon, 16 Dec 2013 16:24:07 +0100 |
parents | 7fb1d5bf375e |
children | aa5ad2f62def |
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.sediment.load.t_per_a = (t/a) state.minfo.sediment.load.m3_per_a = (m\u00b3/a) 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.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.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.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 = {0} 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.bedheight_middle.sounding.yaxis.label=Sounding Width [m] chart.bedheight.height.yaxis.label=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=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 = 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.static_data = {0} to {1} 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} 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.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.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.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.discharge = Discharge at {0} facet.flow_velocity.waterlevel = Waterlevel {0} facet.flow_velocity.velocity = V {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.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.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_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.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