Mercurial > dive4elements > river
view artifacts/src/main/resources/messages_en.properties @ 9713:aef987124822 3.2.x
Do not rely on database default for setting hws_lines.official to 0
It's not under the control of the importer whether the field is rendered
into an INSERT statement, whether it's actually set or not. If it is
unset but rendered into the statement, the field would be set to NULL.
Thus, always set it explicitly.
While here, remove an unused import.
author | Tom Gottfried <tom@intevation.de> |
---|---|
date | Fri, 12 Mar 2021 15:11:44 +0100 |
parents | b32c1927f90d |
children | 7bbfb24e6eec |
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.unit = Unit state.minfo.sediment.load.t_per_a = (t/a) state.minfo.sediment.load.m3_per_a = (m\u00b3/a) state.minfo.sediment.load.sq_interval = Load-Discharge Relation state.minfo.off_epoch = off. Epochs state.minfo.t_per_a = t/a state.minfo.m3_per_a = m\u00b3/a year=Year epoch=Epoch off_epoch = off. Epochs soundings = Soundings / Epochs t_per_a = t/a m3_per_a = m\u00b3/a historical.mode.w = Waterlevel Analyse historical.mode.q = Discharge Analyse calc.surface.curve = Water Level/Surface Curve calc.flood.map = Flood Plain calc.discharge.curve = State Discharge Curve/Stage Discharge Relation calc.duration.curve = Duration Curve calc.discharge.longitudinal.section = W for userdefined Discharge calc.w.differences = Differences calc.historical.discharge.curve = Historical Discharge Curve calc.reference.curve = Reference Curve calc.extreme.curve = Extreme Curves calc.fixation.default = Fixation calc.fixation.vollmer = Balanced Waterlevel calc.bed.middle = Middle Bed Height calc.bed.diff = Bed Height Difference calc.bed.quality = Bed Quality calc.sediment.load = Sediment Load calc.flow.velocity = Flow Velocity calc.sq.relation = Load Discharge Relation calc.bed.d90 = D90 calc.bed.d84 = D84 calc.bed.d80 = D80 calc.bed.d75 = D75 calc.bed.d70 = D70 calc.bed.d60 = D60 calc.bed.d50 = D50 calc.bed.d40 = D40 calc.bed.d30 = D30 calc.bed.d25 = D25 calc.bed.d20 = D20 calc.bed.d16 = D16 calc.bed.d10 = D10 calc.bed.dm = dm calc.bed.dmin = Dmin calc.bed.dmax = Dmax calc.bed.dmid = Dmid calculation.analysis = Fixinganalysis calculation.vollmer = relocated Waterlevel Calculation state.chart.river = River state.chart.type = Charttype state.chart.km = Kilometer chart.new.durationcurve = Duration Curve chart.new.computeddischargecurve = Discharge Curve chart.new.longitudinal_section = Longitudinal Section chart.new.w_differences = Differences chart.new.crosssection = Cross Section cross_section = Cross Section reference_curve = Reference Curve reference_curve_normalized = Normalized Reference Curve scenario.current = Current scenario.potentiel = Potentiel scenario.scenario = Scenario floodplain.option = Use Floodplain? floodplain.active = Activ floodplain.inactive = Inactiv outlier.method.grubbs=Grubbs outlier.method.std-dev=Residual standard error river = River calculation_mode = Calculation Mode ld_locations = Location(s) main_channel = Main channel total_channel = Total channel chart.cross_section.title = Cross Section for river {0} chart.cross_section.subtitle = {0}-km: {1,number,#.###} chart.cross_section.xaxis.label = Distance [m] chart.cross_section.yaxis.label = W [{0}] chart.longitudinal.section.title = W-Longitudinal Section chart.longitudinal.section.subtitle = Range: {0}-km {1,number,#.###} - {2,number,#.###} chart.longitudinal.section.shortsubtitle = {0} chart.longitudinal.section.locsubtitle = {0} km {1,number,#.###} chart.longitudinal.section.xaxis.label = {0}-km chart.longitudinal.section.yaxis.label = W [{0}] chart.longitudinal.section.yaxis.second.label = Q [m\u00b3/s] chart.longitudinal.annotations.label = {0}.km chart.discharge.curve.title = Discharge Curve chart.discharge.curve.xaxis.label = Q [m\u00b3/s] chart.discharge.curve.yaxis.label = W [{0}] chart.discharge.curve.yaxis.cm.label = W [cm] chart.discharge.curve.curve.valid.from = {0} (valid from {1,date,short}) chart.discharge.curve.curve.valid.range = {0} (valid from {1,date,short} - {2,date,short}) chart.computed.discharge.curve.title = Discharge Curve chart.discharge.curve.subtitle = {0}-km: $KM chart.discharge.curve.model = Model discharge curve {0} {1,date,medium} - {2,date,medium} chart.discharge.curve.model.nostop = Model discharge curve {0} {1,date,medium} - chart.computed.discharge.curve.yaxis.label = W [{0}] chart.computed.discharge.curve.curve.label = Discharge Curve {0} km {1} chart.duration.curve.title = Duration Curve chart.duration.curve.subtitle = {0}-km: {1,number,#.###} chart.duration.curve.xaxis.label = Duration of Non-Exceedence [Days] chart.duration.curve.yaxis.label.w = W [{0}] chart.duration.curve.yaxis.label.q = Q [m\u00b3/s] chart.duration.curve.curve.w = Waterlevel duration curve for {0} (km: {1}) chart.duration.curve.curve.q = Discharge duration curve for {0} (km: {1}) chart.historical.discharge.title = Historical Discharge Curves for Gauge {0} chart.historical.discharge.subtitle = Gauge {0} {1,date,medium} - {2,date,medium} chart.historical.discharge.xaxis.label = Time chart.historical.discharge.yaxis.second.label = Q [m\u00b3/s] chart.historical.discharge.yaxis.label = W [cm] chart.historical.discharge.wq.title = Discharge Curves chart.historical.discharge.wq.xaxis.label = Q [m\u00b3/s] chart.historical.discharge.wq.yaxis.label = W [cm] chart.reference.curve.title = Reference Curve chart.reference.curve.subtitle = {0} chart.fixings.analysis.title = Longitudinal section at km {0} chart.fixings.wq.subtitle=River: {0}; Range: {1,date,short} to {2,date,short}; Reference period: {3,date,short} to {4,date,short} chart.fixings.wq.subtitle1={0,date,short} to {1,date,short} chart.fixings.derivedcurve.title = Derived curve chart.fixings.deltawt.title = Differences from fitted curve at km {0} chart.fixings.wq.title = Fixings Analysis at km {0} chart.fixings.wq.yaxis.label = W [{0}] chart.extreme.wq.yaxis.label = W [{0}] chart.reference.curve.x.axis.in.cm = Reference Gauge(s) [cm] chart.reference.curve.x.axis.in.m = Reference Station [NN + m] chart.reference.curve.y.axis.in.cm = Target Gauge(s) [cm] chart.reference.curve.y.axis.in.m = Target Station(s) [NN + m] chart.normalized.reference.curve.title = Reduced Reference Curve chart.w_differences.title = Differences chart.w_differences.subtitle = {0} chart.w_differences.yaxis.label = m chart.w_differences.yaxis.second.label = W [NN + m] chart.bedquality.title=Bed Longitudinal Section chart.bedquality.xaxis.label={0}-km chart.bedquality.yaxis.label.diameter = Diameter [mm] chart.bedquality.yaxis.label.porosity=Porosity [%] chart.bedquality.yaxis.label.density=Density [t/m\u00b3] chart.bedheight_middle.section.title=Middle Bed Height chart.bedheight_middle.section.yaxis.label=middle Bed Height [{0}] chart.bedheight_middle.sounding.yaxis.label=Sounding Width [m] meta.bedheight.year = Year meta.bedheight.type = Type meta.bedheight.cur.elevation = Current elevation model meta.bedheight.old.elevation = Old elevation model meta.bedheight.range = Range meta.bedheight.location.system = Location system meta.bedheight.evalby = Evaluated by meta.bedheight.river.elevation = River elevation model chart.flow_velocity.section.title=Geschwindigkeit- und Schubspannung chart.flow_velocity.section.yaxis.label=Speed v [m/s] chart.flow_velocity.section.yaxis.second.label=Bottom shear stress [N/m\u00b2] chart.sq_relation.xaxis.label = Discharge [m\u00b3/s] chart.sq_relation.yaxis.label = Transport [kg/s] chart.sq_relation_a.title = Fine material chart.sq_relation_b.title = Sand (suspended) chart.sq_relation_c.title = Sand (bed load) chart.sq_relation_d.title = Fine/middle gravel chart.sq_relation_e.title = Coarse gravel chart.sq_relation_f.title = Total bed load facet.sq_relation.curve = Potential (bed load {0,date} - {1,date}) facet.sq_relation.measurements = Bed load {0,date} - {1,date} facet.sq_relation.static_data = {0} to {1} facet.sq_relation.outliers = Outliers pass {0} facet.sq_relation.outlier.curve = Potential pass {0} facet.sq_relation.outlier.measurement = bed load data pass {0} sedimentdensity = sediment density coarse = Coarse gravel sand = Sand fine_middle = Fine/Mid. gravel susp_sand = Susp. Sand susp_sand_bed = Bed. part Susp.Sand suspended_sediment = Sediment total = Total load chart.sedimentload.ls.title = Sediment load chart.sedimentload.ls.xaxis.label = km chart.sedimentload.ls.yaxis.label.diff = [t/a] facet.sedimentload.prefix.offcial = Official epoch : facet.sedimentload.coarse = Coarse gravel - {0} [{1}] facet.sedimentload.fine_middle = Fine/Mid. gravel - {0} [{1}] facet.sedimentload.sand = Sand - {0} [{1}] facet.sedimentload.susp_sand = Suspended sand - {0} [{1}] facet.sedimentload.susp_sand_bed = Bed. part suspended sand - {0} [{1}] facet.sedimentload.suspended_sediment = Suspended sediment - {0} [{1}] facet.sedimentload.total = Total load (from database) - {0} [{1}] facet.sedimentload.bed_load = Bed load (from database) - {0} [{1}] facet.sedimentload.suspended_load = Suspended load (from database) - {0} [{1}] facet.sedimentload.calc.total = Total load (calculated) - {0} [{1}] facet.sedimentload.calc.bed_load = Bed load (calculated) - {0} [{1}] facet.sedimentload.calc.bed_load_susp_sand = Bed building load (calculated) - {0} [{1}] minfo.sedimentload.no.data = No sediment load data available sedimentload.missing.fraction.coarse = Missing fraction coarse gravel - {0} sedimentload.missing.fraction.fine_middle = Missing fraction fine/mid. gravel - {0} sedimentload.missing.fraction.sand = Missing fraction sand - {0} sedimentload.missing.fraction.susp_sand = Missing fraction suspended sand - {0} sedimentload.missing.fraction.susp_sand_bed = Missing fraction bed. part suspended sand - {0} sedimentload.missing.fraction.suspended_sediment = Missing fraction suspended sediment - {0} sedimentload.missing.fraction.total = Missing fraction total load - {0} sedimentload.missing.fraction.bed_load = Missing fraction bed load - {0} sedimentload.missing.fraction.bed_load_susp_sand = Missing fraction bed building load - {0} facet.longitudinal_section.annotations = POIs facet.discharge_curves.mainvalues.q = Q (main values) facet.discharge_curves.mainvalues.w = W (main values) facet.w_differences = {0} - {1} facet.w_differences.raw = {0} - {1} (raw) historical_discharge.mainvalues.q = Q Main Values historical_discharge.mainvalues.w = W Main Values facet.flow_velocity.model.mainchannel = Mainchannel {0} facet.flow_velocity.model.totalchannel = Totalchannel {0} facet.flow_velocity.model.tau = Bottom shear stress {0} facet.flow_velocity.model.q = Q {0} facet.flow_velocity.mainchannel = v Mainchannel at {0} facet.flow_velocity.discharge = Discharge at {0} facet.flow_velocity.totalchannel = v Totalchannel at {0} facet.flow_velocity.tauchannel = Bottom shear stress Mainchannel at {0} facet.flow_velocity.mainchannel.raw = v Mainchannel at {0} (raw) facet.flow_velocity.totalchannel.raw = v Totalchannel at {0} (raw) facet.flow_velocity.tauchannel.raw = Bottom shear stress Mainchannel at {0} (raw) facet.flow_velocity.velocity = V {0} facet.flow_velocity.waterlevel = Waterlevel {0} facet.bedheight_middle.single = Bed Height {0,number,####} facet.bedheight_middle.epoch = Bed Height Epoch {0,number,####} - {1,number,####} facet.bedquality.bed.porosity.toplayer = Porosity ({0,date} - {1,date}) ({2}) facet.bedquality.bed.porosity.sublayer = Porosity ({0,date} - {1,date}) ({2}) facet.bedquality.bed.density.toplayer = Density ({0,date} - {1,date}) ({2}) facet.bedquality.bed.density.sublayer = Density ({0,date} - {1,date}) ({2}) facet.bedquality.bed.diameter.toplayer = {0}_Bed ({1,date} - {2,date}) ({3}) facet.bedquality.bed.diameter.sublayer = {0}_Bed ({1,date} - {2,date}) ({3}) facet.bedquality.bed.diameter.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.header = Computed discharge curve for {0} {0}-km: {1} export.discharge.curve.at.gauge.header = Dischargetable for {1}/{0} since {2} datum[{4}] = {3} export.historical.discharge.csv.header.timerange = Timerange export.historical.discharge.csv.header.waterlevel = Waterlevel [cm] export.historical.discharge.csv.header.discharge = Discharge [m\u00b3/s] export.historical.discharge.csv.header.diff.q = \u0394Q to reference[m\u00b3/s] export.historical.discharge.csv.header.diff.w = \u0394W to reference[m\u00b3/s] export.historical.discharge.csv.header.gaugename = Gauge export.reference_curve.csv.header.km = km export.reference_curve.csv.header.w.cm = W (cm at Gauge) export.reference_curve.csv.header.w.m = W (m + NHN) export.reference_curve.csv.header.w.q = equiv. Q (m\u00b3/s) export.waterlevel.pdf.mode = Waterlevel export.computed.discharge.pdf.mode = Dischargecurve export.computed.discharge.pdf.calc.mode = Computed Dischargecurve export.duration.pdf.mode = Durationcurve export.wdifferences.pdf.mode = W Differences export.historical.discharge.pdf.mode = Historical Discharge export.reference_curve.pdf.mode = Reference Curve export.computed.discharge.pdf.file = /jasper/computed-discharge_en.jasper export.duration.pdf.file = /jasper/duration_en.jasper export.waterlevel.pdf.file = /jasper/waterlevel_en.jasper export.wdifferences.pdf.file = /jasper/wdifferences_en.jasper export.historical.discharge.pdf.file = /jasper/historical-discharge_en.jasper export.reference_curve.pdf.file = /jasper/reference_en.jasper export.reference_curve.pdf.file.gauge = /jasper/reference_en_gauge.jasper export.reference_curve.pdf.file.gauge.end = /jasper/reference_en_gauge_end.jasper export.reference_curve.pdf.file.gauge.start.end = /jasper/reference_en_gauge_start_end.jasper export.flow_velocity.csv.header.km = River Km export.flow_velocity.csv.header.v_total = v Total Channel export.flow_velocity.csv.header.v_main = v Main Channel export.flow_velocity.csv.header.tau_main = Bottom shear stress Main Channel export.flow_velocity.csv.header.q = Q [m\u00b3/s] export.flow_velocity.csv.header.locations = Location export.bedheight_middle.csv.header.km = River km export.bedheight_middle.csv.header.sounding = Sounding / Epoch export.bedheight_middle.csv.header.height = middle Bed Height [{0}] export.bedheight_middle.csv.header.uncertainty = Uncertainty [m] export.bedheight_middle.csv.header.datagap = Data Gap export.bedheight_middle.csv.header.soundingwidth = Sounding Width [m] export.bedheight_middle.csv.header.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.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