Mercurial > dive4elements > river
view artifacts/src/main/resources/messages.properties @ 8954:183f42641ab6
Fixed: flowd depth calculation without transport bodies heights did not work any more
author | gernotbelger |
---|---|
date | Mon, 19 Mar 2018 14:13:37 +0100 |
parents | c40db8e8dcae |
children | ee5ce13016ed |
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 = 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 = Range selection 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.distance = Range selection state.minfo.bed.periods = Periods state.minfo.bed.char_diameter = Characteristic Diameter state.minfo.bed.error.no_data = No data found for selected range. state.minfo.bed.error.no_data_for_period = No data found for period: {0} - {1}. 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.sq_interval = Load-Discharge Relation state.minfo.off_epoch = off. Epochs state.minfo.sediment.load.t_per_a = (t/a) state.minfo.sediment.load.m3_per_a = (m\u00b3/a) state.minfo.sediment.load.unit = Unit 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 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.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.fixings.derivedcurve.title = Derived curve chart.fixings.analysis.title = Longitudinal section 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.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.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 sand = Sand fine_middle = Fine/Mid. gravel susp_sand = Susp. Sand susp_sand_bed = Bed. part Susp.Sand suspended_sediment = Sediment coarse = Coarse gravel 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.toplayer.data = {0} Bed ({1,date} - {2,date}) ({3}) - measurements facet.bedquality.bed.diameter.sublayer.data = {0} Bed ({1,date} - {2,date}) ({3}) - measurements facet.bedquality.bed.diameter.bedload.data = {0} Bedload - measurements facet.bedquality.bed.diameter.bedload = {0}_Bedload facet.bedquality.interpol.suffix = - interpolated bedquality.toplayer = 0.0m - 0.3m bedquality.sublayer = 0.1m - 0.5m bedquality.missing.diameter.bedload = Interpolating bedload diameter {0} on this range in {1,date} - {2,date} not possible. bedquality.missing.diameter.sublayer = Interpolating bed diameter {0} (0.0 m - 0.3 m) on this range in {1,date} - {2,date} not possible. bedquality.missing.diameter.toplayer = Interpolating bed diameter {0} (0.1 m - 0.5 m) on this range in {1,date} - {2,date} not possible. bedquality.missing.density.toplayer = Interpolating density (0.0 m - 0.3 m) on this range in {1,date} - {2,date} not possible. bedquality.missing.density.sublayer = Interpolating density (0.1 m - 0.5 m) on this range in {1,date} - {2,date} not possible. bedquality.missing.porosity.toplayer = Interpolating porosity (0.0 m - 0.3 m) on this range in {1,date} - {2,date} not possible. bedquality.missing.porosity.sublayer = Interpolating porosity (0.1 m - 0.5 m) on this range in {1,date} - {2,date} not possible. 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 = Width of sample window for moving average 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.gauge.header = Dischargetable for {1}/{0} since {2} datum[{4}] = {3} export.discharge.curve.at.header = Computed discharge curve for {0} {0}-km: {1} export.historical.discharge.csv.header.timerange = Timerange export.historical.discharge.csv.header.waterlevel = Waterlevel [cm] export.historical.discharge.csv.header.discharge = Discharge [m\u00b3/s] export.historical.discharge.csv.header.diff.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.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.info.q = Q: Discharge in [m\u00b3/s] as measured on measurement date export.sqrelation.csv.info.s_kg = S: Transport in [kg/s] as measured on measurement date export.sqrelation.csv.info.date = Measurement Date: The date this measurment was made 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.csv.header.s_kg = S [kg/s] export.sqrelation.csv.header.q = Q [m\u00b3/s] export.sqrelation.csv.header.date = Measurement date export.sqrelation.pdf.file = /jasper/sqrelation_en.jasper export.sqrelation.measurements.pdf.file = /jasper/sqmeasurements_en.jasper export.sqrelation.pdf.mode = Load Discharge Relation export.minfo.bedquality.km = km export.minfo.bedquality.density.toplayer = Density Toplayer [t/m\u00b3] export.minfo.bedquality.density.sublayer = Density Sublayer [t/m\u00b3] export.minfo.bedquality.porosity.toplayer = Porosity Toplayer [%] export.minfo.bedquality.porosity.sublayer = Porosity Sublayer [%] export.minfo.bedquality.diameter.bedload = Bedload Diameter [mm] export.minfo.bedquality.diameter.toplayer = Bed Diameter Toplayer [mm] export.minfo.bedquality.diameter.sublayer = 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.distance=${help.url}/OnlineHilfe/MINFO#help.state.minfo.distance help.state.minfo.bed.year_epoch=${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.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.longitudinalsection.title=Longitudinal section chart.fixings.deltawt.title = Differences from fitted curve at km {0} 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.sinfo = S-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\u00b2 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=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.compute module.group.ingwerds = INGwerDs # empty label, so it does not get a group-frame in the ui module.group.bottom = state.sinfo.river = River state.sinfo.calculation_mode=Calculation Mode sinfo_calc_flow_depth=Flie\u00dftiefen sinfo_calc_flow_depth.warning.missingQ = {0}: no discharge available, calculation of transport body height not possible sinfo_calc_flow_depth.warning.waterlevel_discretisation = Wasserspiegel {0}: r\u00e4umliche Aufl\u00f6sung betr\u00e4gt mehr als 1000m sinfo_calc_flow_depth.warning.year_difference = {0}: Sie verwenden als Differenzenpaar eine Wasserspiegellage aus dem Jahr {1} und eine Peilung aus dem Jahr {2}. Dies kann zu unplausiblen Werten f\u00fchren. sinfo_calc_flow_depth.warning.missingSoilKind = {0}: no soil kind available, calculation of transport body height not possible sinfo_calc_flow_depth.warning.missingD50 = {0}: no D50 available, calculation of transport body height not possible sinfo_calc_flow_depth.warning.missingVelocity = {0}: no flow velocities available, calculation of transport body height not possible sinfo.bedheightsfinder.badrange = Invalid range for bed heights {0}. sinfo.bedheightsfinder.overlappingrange = Range of bed height {0} overlaps with other ranges. sinfo.bedheightsfinder.missingdescription = No bed heights found with description = {0} sinfo.bedheightsfinder.wrongriver = Bed heights {0} does not belong to river {1} sinfo.bedheightsfinder.configfile.missingriver = River not defined in config file '{0}': {1} sinfo.bedheightsfinder.configfile.loaderror = Failed to load config file '{0}': {1} sinfo_calc_flow_depth_development=Flie\u00dftiefenentwicklung sinfo_calc_flow_depth_minmax=Minimale und Maximale Flie\u00dftiefe sinfo_calc_grounding=Grundber\u00fchrungen sinfo_calc_transport_bodies_heights=Transportk\u00f6rperh\u00f6hen sinfo_calc_infrastructures_inundation_duration=\u00dcberflutungsdauern Infrastrukturen BWaStr help.state.sinfo=${help.url}/OnlineHilfe/SINFO help.state.sinfo.river=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.river help.state.sinfo.calculation_mode=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.calculation_mode state.sinfo.distance_only = Range selection help.state.sinfo.distance_only = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.distance_only state.sinfo.distance = Choose the range help.state.sinfo.distance = ${help.url}/OnlineHilfe/help.state.sinfo.distance state.sinfo.wq = Input for W/Q data help.state.sinfo.wq=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.wq state.sinfo.transport_bodies_heights=Transportk\u00f6rperh\u00f6hen help.state.sinfo.transport_bodies_heights=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.transport_bodies_heights state.sinfo.waterlevel_soundings_select= Chosen Differences help.state.sinfo.waterlevel_soundings_select=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.waterlevel_soundings_select state.sinfo.use_transport_bodies=Transportk\u00f6rperh\u00f6hen help.state.sinfo.use_transport_bodies=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.use_transport_bodies state.sinfo.flow_depth_minmax = minimale/maximale Flie\u00dftiefen help.state.sinfo.use_transport_bodies = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.use_transport_bodies useTransportBodies.option = Transportk\u00f6rperh\u00f6hen miteinbeziehen? useTransportBodies.active = Activ useTransportBodies.inactive = Inactiv state.sinfo.flowdepthdevlopment_current_select = Aktuelles Differenzenpaar help.state.sinfo.flowdepthdevlopment_current_select = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.flowdepthdevlopment_current_select state.sinfo.flowdepthdevlopment_historical_select = Historisches Differenzenpaar help.state.sinfo.flowdepthdevlopment_historical_select = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.flowdepthdevlopment_historical_select sinfo.export.flow_depth.csv.meta.header.result = ## {0} - {1} - {2} sinfo.export.flow_depth.csv.meta.header.result.label = Calculation Output sinfo.export.flow_depth.csv.meta.version = # {0}: {1} sinfo.export.flow_depth.csv.meta.version.label = FLYS-Version sinfo.export.flow_depth.csv.meta.user = # {0}: {1} sinfo.export.flow_depth.csv.meta.user.label = Bearbeiter sinfo.export.flow_depth.csv.meta.creation = # {0}: {1} sinfo.export.flow_depth.csv.meta.creation.label = Time of creation sinfo.export.flow_depth.csv.meta.river = # {0}: {1} sinfo.export.flow_depth.csv.meta.river.label = Gew\u00e4sser sinfo.export.flow_depth.csv.meta.header.sounding = ##METADATEN PEILUNG sinfo.export.flow_depth.csv.meta.header.sounding.year = # Jahr der Peilung: {0} sinfo.export.flow_depth.csv.meta.header.sounding.type = # Aufnahmeart: {0} sinfo.export.flow_depth.csv.meta.header.sounding.evaluator = # Auswerter: {0} sinfo.export.flow_depth.csv.meta.header.sounding.prj = # Lagesystem: {0} sinfo.export.flow_depth.csv.meta.header.sounding.elevationmodel = # H\u00f6hensystem: {0} sinfo.export.flow_depth.csv.meta.header.sounding.elevationmodel.original = # urspr\u00fcngliches H\u00f6hensystem: {0} sinfo.export.flow_depth.csv.meta.header.waterlevel = ##METADATEN WASSERSPIEGELLAGE sinfo.export.flow_depth.csv.meta.header.waterlevel.name = # Bezeichnung der Wasserspiegellage: {0} sinfo.export.flow_depth.csv.meta.header.waterlevel.gauge = # Bezugspegel: {0} sinfo.export.flow_depth.csv.meta.header.waterlevel.year = # Jahr/Zeitraum der Wasserspiegellage: {0} sinfo.export.flow_depth.csv.meta.range = # {0}: {1} - {2} sinfo.export.flow_depth.csv.meta.range.label = Range (km) sinfo.export.flow_depth.csv.meta.height_unit.river = # H\u00f6hensystem des Flusses: {0} sinfo.export.flow_depth.csv.header.km = Fluss-km sinfo.export.flow_depth.csv.header.flowdepth = Flie\u00dftiefe sinfo.export.flow_depth.csv.header.flowdepthTkh = Flie\u00dftiefe mit TKH sinfo.export.flow_depth.csv.header.tkh = TKH sinfo.export.flow_depth.csv.header.waterlevel = Wasserstand sinfo.export.flow_depth.csv.header.discharge = Q sinfo.export.flow_depth.csv.header.label = Bezeichnung sinfo.export.flow_depth.csv.header.gauge = Bezugspegel sinfo.export.flow_depth.csv.header.mean_bed_height = Mittlere Sohlh\u00f6he sinfo.export.flow_depth.csv.header.mean_bed_height.short = Mittlere Sohl- sinfo.export.flow_depth.csv.header.sounding = Peilung/Epoche sinfo.export.flow_depth.csv.header.location = Lage sinfo.chart.flow_depth.section.title=h-L\u00e4ngsschnitt sinfo.chart.km.xaxis.label = {0}-km sinfo.chart.flow_depth.yaxis.label = Flie\u00dftiefe [m] sinfo.chart.flow_depth.section.yaxis.label=Flie\u00dftiefe [m] sinfo.facet.flow_depth.filtered.description = h ({0}) sinfo.facet.flow_depth_with_tkh.filtered.description = h + \u0394d ({0}) sinfo.chart.flow_depth_minmax.section.title = min/max h-L\u00e4ngsschnitt sinfo.facet.flow_depth_min.filtered.description = h-min ({0}) sinfo.facet.flow_depth_max.filtered.description = h-max ({0}) sinfo.chart.tkh.section.title=Transportk\u00f6rperh\u00f6hen sinfo.chart.tkh.section.yaxis.label = Transportk\u00f6rperh\u00f6hen [cm] sinfo.chart.tkh.yaxis.label = Transportk\u00f6rperh\u00f6hen [cm] sinfo.facet.tkh.description = \u0394d ({0}) sinfo.export.tkh.calculation.formula = # Berechnungsgrundlage: Gleichung nach GILL (1971) sinfo.export.tkh.csv.header.tkh = Transportk\u00f6rperh\u00f6he sinfo.export.tkh.csv.header.tkhkind = Einteilung der Gew\u00e4ssersohle sinfo.export.tkh.soilkind.mobil = Mobil sinfo.export.tkh.soilkind.starr = Starr sinfo.chart.tkh_velocity.section.yaxis.label = Flie\u00dfgeschwindigkeit [m/s] sinfo.chart.tkh_velocity.yaxis.label = Flie\u00dfgeschwindigkeit [m/s] sinfo.facet.tkh_velocity.filtered.description = Flie\u00dfgeschwindigkeit ({0}) sinfo.chart.tkh_tau.section.yaxis.label = Sohlschubspannung [N/m\u00b2] sinfo.chart.tkh_tau.yaxis.label = Sohlschubspannung [N/m\u00b2] sinfo.facet.tkh_tau.filtered.description = Sohlschubspannung ({0}) sinfo.chart.tkh_d50.section.yaxis.label = Sohlbeschaffenheit D50 [mm] sinfo.chart.tkh_d50.yaxis.label = Sohlbeschaffenheit D50 [mm] sinfo.facet.tkh_d50.filtered.description = Sohlbeschaffenheit D50 ({0}) sinfo.flowdepthminmaxcalculation.soundingyear.different = Die Peiljahre von Talweg und Kammlage untersheiden sich sinfo.export.flow_depth_minmax.csv.header.min = Minimale Flie\u00dftiefe sinfo.export.flow_depth_minmax.csv.header.max = Maximale Flie\u00dftiefe waterlevelfetcher.missing = Failed to access waterlevel with id '{0}' sinfo.export.csv.meta.header.sounding.current = ##METADATEN PEILUNG aktuell sinfo.export.csv.meta.header.sounding.historical = ##METADATEN PEILUNG historisch sinfo.export.csv.meta.header.waterlevel.current = ##METADATEN WASSERSPIEGELLAGE aktuell sinfo.export.csv.meta.header.waterlevel.historical = ##METADATEN WASSERSPIEGELLAGE historisch sinfo.export.csv.header.flowdepth.development = Flie\u00dftiefenentwicklung sinfo.export.csv.header.flowdepth.development.per.year = Flie\u00dftiefenent-wicklung pro Jahr sinfo.export.csv.header.waterlevel.difference = \u0394WSPL sinfo.export.csv.header.mean_bed_height.difference = \u0394MSH sinfo.export.csv.header.flowdepth.current = Flie\u00dftiefe h-aktuell sinfo.export.csv.header.flowdepth.historical = Flie\u00dftiefe h-historisch