--- a/artifacts/src/main/resources/messages.properties	Thu Mar 01 13:42:39 2018 +0100
+++ b/artifacts/src/main/resources/messages.properties	Thu Mar 01 17:43:16 2018 +0100
@@ -67,11 +67,11 @@
 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.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.sq_interval = Load-Discharge Relation
-state.minfo.off_epoch = off. Epochs
+state.minfo.sediment.load.unit = Unit
 state.minfo.t_per_a = t/a
 state.minfo.m3_per_a = m\u00b3/a
 
@@ -199,22 +199,18 @@
 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.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.deltawt.title = Differences from fitted curve at km {0}
+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.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
@@ -261,12 +257,12 @@
 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
+coarse = Coarse gravel
 total = Total load
 
 chart.sedimentload.ls.title = Sediment load
@@ -402,8 +398,8 @@
 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.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]
@@ -669,9 +665,13 @@
 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]
@@ -726,6 +726,7 @@
 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
@@ -734,7 +735,7 @@
 load_diameter = Bedload Diameter
 bed_diameter = Bed Diameter
 
-area.label.template = Area = %s m\u00b3
+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]
@@ -835,10 +836,6 @@
 sinfo.export.flow_depth.csv.meta.range.label = Range (km)
 sinfo.export.flow_depth.csv.meta.height_unit.river = # H\u00f6henbezugssystem des Flusses: {0} 
 
-#export.export.flow_depth.csv.meta.gauge = # Gauge: {0}
-#export.export.flow_depth.csv.meta.q = # Q (m\u00b3/s): {0}
-#export.export.flow_depth.csv.meta.w = # W (NN + m): {0} - {1}
-
 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

--- a/artifacts/src/main/resources/messages_de.properties	Thu Mar 01 13:42:39 2018 +0100
+++ b/artifacts/src/main/resources/messages_de.properties	Thu Mar 01 17:43:16 2018 +0100
@@ -836,11 +836,6 @@
 sinfo.export.flow_depth.csv.meta.range.label = Bereich (km)
 sinfo.export.flow_depth.csv.meta.height_unit.river = # H\u00f6henbezugssystem des Flusses: {0} 
 
-export.waterlevel.csv.meta.range = # Ort/Bereich (km): {0} - {1}
-#export.export.flow_depth.csv.meta.gauge = # Gauge: {0}
-#export.export.flow_depth.csv.meta.q = # Q (m\u00b3/s): {0}
-#export.export.flow_depth.csv.meta.w = # W (NN + m): {0} - {1}
-
 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

--- a/artifacts/src/main/resources/messages_de_DE.properties	Thu Mar 01 13:42:39 2018 +0100
+++ /dev/null	Thu Jan 01 00:00:00 1970 +0000
@@ -1,869 +0,0 @@
-false=Nein
-true=Ja
-
-state.winfo.river = Gew\u00e4sser
-state.winfo.calculation_mode = Berechnungsart
-state.winfo.location_distance = Wahl des Berechnungsortes/strecke
-state.winfo.wq = Eingabe f\u00fcr W/Q Daten
-state.winfo.wq_adapted = Eingabe f\u00fcr W/Q Daten
-state.winfo.location = Wahl des Berechnungsortes
-state.winfo.distance = Wahl der Berechnungsstrecke
-state.winfo.distance_only = Wahl der Berechnungsstrecke
-state.winfo.uesk.wsp = Wahl der Wasserspiegellage
-state.winfo.uesk.dgm = Digitales Gel\u00e4ndemodell
-state.winfo.uesk.profiles = Interpolierte Profile
-state.winfo.uesk.floodplain = Laterale Begrenzung
-state.winfo.uesk.differences = Differenzen zwischen Wasserspiegellage und Gel\u00e4nde
-state.winfo.uesk.scenario = \u00dcberschwemmungsfl\u00e4che / Szenario
-state.winfo.uesk.dc-hws = Hochwasserschutzanlagen
-state.winfo.uesk.user-rgd = Benutzerdefinierte Shapefiles
-state.winfo.uesk.barriers = Benutzerdefinierte Hochwasserschutzanlagen
-state.winfo.waterlevel_pair_select = Ausgew\u00e4hlte Differenzen
-state.winfo.historicalq.reference_gauge = Wahl des Pegels
-state.winfo.historicalq.timerange = Wahl des Auswertezeitraums
-state.winfo.historicalq.mode = Wahl der Analyseart
-state.winfo.reference.curve.input.start = Bezugsort
-state.winfo.reference.curve.input.end = Zielort(e)
-state.winfo.function_select = Funktion
-state.winfo.extreme.percent = Abstand zum letzten Extremwert in Prozent
-state.winfo.extreme.qinput = Eingabe f\u00fcr Q Daten
-state.fix.river = Gew\u00e4sser
-state.fix.calculation.mode = Berechnungsart
-state.fix.location = Strecke
-state.fix.period = Zeitraum
-state.fix.gaugerange = Abflussklassen
-state.fix.eventselect = Ereignisauswahl
-state.fix.analysis.referenceperiod = Bezugszeitraum
-state.fix.analysis.analysisperiods = Analysezeitr\u00e4ume
-state.fix.analysis.function = Ausgleichsfunktion
-state.fix.analysis.preprocessing = Ausrei\u00dfer
-state.fix.preprocess=Ausrei\u00dfertest durchf\u00fchren
-state.fix.vollmer.function= Ausgleichsfunktion
-state.fix.vollmer.preprocessing = Ausrei\u00dfer
-state.fix.vollmer.qs = Eingabe f\u00fcr W/Q Daten
-
-state.minfo.river = Gew\u00e4sser
-state.minfo.calculation_mode = Berechnungsart
-state.minfo.distance = Wahl der Berechnungsstrecke
-state.minfo.distance_only = Wahl der Berechnungsstrecke
-state.minfo.dischargestate = Abflusszustand und Gerinne
-state.minfo.sq.location=Ort
-state.minfo.sq.period=Zeitraum
-state.minfo.sq.outliers=Toleranz
-state.minfo.sq.outlier-method=Ausrei\u00dfertest
-state.minfo.bed.year_epoch=Jahr/Epoche
-state.minfo.bed.difference_select=Differenzen
-state.minfo.year=Jahr
-state.minfo.epoch=Epoche
-state.minfo.bed.location = Ort(e)/Strecke
-state.minfo.bed.distance = Wahl der Berechnungsstrecke
-state.minfo.bed.periods = Zeitraum/Zeitr\u00e4ume
-state.minfo.bed.char_diameter = Charakteristischer Durchmesser
-state.minfo.bed.error.no_data = F\u00fcr die gew\u00e4hlte Strecke liegen keine Daten vor.
-state.minfo.bed.error.no_data_for_period = F\u00fcr den Zeitraum {0} - {1} liegen keine Daten vor.
-state.minfo.soundings = Wahl der Peilungen
-state.minfo.sediment.load.location = Berechnungsstrecke
-state.minfo.sediment.load.year_epoch = Jahr/Zeitraum
-state.minfo.sediment.load.epochs = Epochen
-state.minfo.sediment.load.period = Jahre
-state.minfo.sediment.load.off_epochs = Amtl. Epochen
-state.minfo.sediment.load.sq_interval = Transport-Abfluss Beziehung
-state.minfo.off_epoch = Amtl. Epochen
-state.minfo.sediment.load.t_per_a = (t/a)
-state.minfo.sediment.load.m3_per_a = (m\u00b3/a)
-state.minfo.sediment.load.unit = Einheit
-state.minfo.t_per_a = t/a
-state.minfo.m3_per_a = m\u00b3/a
-
-year=Jahr
-epoch=Epoche
-off_epoch = Amtl. Epoche
-soundings = Peilungen / Epochen
-t_per_a = t/a
-m3_per_a = m\u00b3/a
-
-historical.mode.w = Wasserstandsanalyse
-historical.mode.q = Abflussanalyse
-
-calc.surface.curve = Wasserstand/Wasserspiegellage
-calc.flood.map = \u00dcberschwemmungsfl\u00e4che
-calc.discharge.curve = Abflusskurve/Abflusstafel
-calc.duration.curve = Dauerlinie
-calc.discharge.longitudinal.section = W f\u00fcr benutzerdefinierten Abflussl\u00e4ngsschnitt
-calc.w.differences = Differenzen
-calc.historical.discharge.curve = Hist. Abflusskurven
-calc.reference.curve = Bezugslinie
-calc.extreme.curve = Auslagerung extremer Wasserspiegellagen
-calc.fixation.default = Fixierung
-calc.fixation.vollmer = Ausgelagerte Wasserspiegellage
-calc.bed.middle = Mittlere Sohlh\u00f6he
-calc.bed.diff = Sohlh\u00f6hendifferenz
-calc.bed.quality = Sohlbeschaffenheit
-calc.sediment.load = Sedimentfracht
-calc.flow.velocity = Flie\u00dfgeschwindigkeit
-calc.sq.relation = Transport-Abfluss Beziehung
-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 = Fixierungsanalyse
-calculation.vollmer = ausgelagerte Wasserspiegellage
-
-state.chart.river = Gew\u00e4sser
-state.chart.type = Diagrammtyp
-state.chart.km = Kilometer
-
-chart.new.durationcurve = Dauerlinie
-chart.new.computeddischargecurve = Abflusskurve
-chart.new.longitudinal_section = L\u00e4ngsschnitt
-chart.new.w_differences = Differenzen
-chart.new.crosssection = Querprofil
-
-cross_section = Querprofil
-
-reference_curve = Bezugslinie
-reference_curve_normalized = Reduzierte Bezugslinie
-
-scenario.current = Aktuell
-scenario.potentiel = Potenziell
-scenario.scenario = Szenario
-
-floodplain.option = Talaue verwenden?
-floodplain.active = Aktiv
-floodplain.inactive = Inaktiv
-
-outlier.method.grubbs=Grubbs
-outlier.method.std-dev=Standardfehler der Residuen
-
-river = Fluss
-calculation_mode = Berechnungsart
-ld_locations = Ort(e)
-main_channel = Hauptgerinne
-total_channel = Gesamtgerinne
-
-chart.cross_section.title = Querprofildiagramm f\u00fcr Gew\u00e4sser {0}
-chart.cross_section.subtitle = {0}-km: {1,number,#.###}
-chart.cross_section.xaxis.label = Abstand [m]
-chart.cross_section.yaxis.label = W [{0}]
-
-chart.longitudinal.section.title = W-L\u00e4ngsschnitt
-chart.longitudinal.section.subtitle = Bereich: {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 = Abflusskurve
-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} (g\u00fcltig ab {1,date,medium})
-chart.discharge.curve.curve.valid.range = {0} (g\u00fcltig ab {1,date,medium} - {2,date,medium})
-chart.computed.discharge.curve.title = Abflusskurve
-chart.discharge.curve.subtitle = {0}-km: $KM
-chart.discharge.curve.model = Modell-Abflusskurve {0} {1,date,medium} - {2,date,medium}
-chart.discharge.curve.model.nostop = Modell-Abflusskurve {0} {1,date,medium} -
-chart.computed.discharge.curve.yaxis.label = W [{0}]
-chart.computed.discharge.curve.curve.label = Abflusskurve {0} km {1}
-chart.duration.curve.title = Dauerlinie
-chart.duration.curve.subtitle = {0}-km: {1,number,#.###}
-chart.duration.curve.xaxis.label = Unterschreitungsdauer [Tage]
-chart.duration.curve.yaxis.label.w = W [{0}]
-chart.duration.curve.yaxis.label.q = Q [m\u00b3/s]
-chart.duration.curve.curve.w = Wasserstandsdauerline f\u00fcr {0} (km:{1})
-chart.duration.curve.curve.q = Abflussdauerline f\u00fcr {0} (km:{1})
-chart.historical.discharge.title = Historische Abflusskurven
-chart.historical.discharge.subtitle = Pegel {0} {1,date,medium} - {2,date,medium}
-chart.historical.discharge.xaxis.label = Zeit
-chart.historical.discharge.yaxis.second.label = Q [m\u00b3/s]
-chart.historical.discharge.yaxis.label = W [cm]
-chart.historical.discharge.wq.title = Abflusskurven
-chart.historical.discharge.wq.xaxis.label = Q [m\u00b3/s]
-chart.historical.discharge.wq.yaxis.label = W [cm]
-
-chart.reference.curve.title = Bezugslinie
-chart.reference.curve.subtitle = {0}
-
-chart.reference.curve.x.axis.in.cm = Bezugspegel [cm]
-chart.reference.curve.x.axis.in.m = Bezugsort [NN + m]
-chart.reference.curve.y.axis.in.cm = Zielpegel [cm]
-chart.reference.curve.y.axis.in.m = Zielort(e) [NN + m]
-
-chart.fixings.derivedcurve.title = Ableitungskurve
-chart.fixings.analysis.title = L\u00e4ngsschnitt an Kilometer {0}
-chart.fixings.wq.title = Fixierungsanalyse an Kilometer {0}
-chart.fixings.wq.yaxis.label = W [{0}]
-
-chart.extreme.wq.yaxis.label = W [{0}]
-
-chart.normalized.reference.curve.title = Reduzierte Bezugslinie
-
-chart.w_differences.title = Differenzen
-chart.w_differences.subtitle = {0}
-chart.w_differences.yaxis.label = m
-chart.w_differences.yaxis.second.label = W [NN + m]
-
-chart.bedquality.title=Sohlen L\u00e4ngsschnitt
-chart.bedquality.xaxis.label={0}-km
-chart.bedquality.yaxis.label.diameter = Durchmesser [mm]
-chart.bedquality.yaxis.label.porosity=Porosit\u00e4t [%]
-chart.bedquality.yaxis.label.density=Dichte [t/m\u00b3]
-
-chart.bedheight_middle.section.title=Mittlere Sohlh\u00f6he
-chart.bedheight_middle.section.yaxis.label=mittlere Sohlh\u00f6hen [{0}]
-chart.bedheight_middle.sounding.yaxis.label=Gepeilte Breite [m]
-
-meta.bedheight.year = Jahr
-meta.bedheight.type = Aufnahmeart
-meta.bedheight.cur.elevation = H\u00f6hensystem
-meta.bedheight.old.elevation = urspr\u00fcngliches H\u00f6hensystem
-meta.bedheight.range = Strecke
-meta.bedheight.location.system = Lagesystem
-meta.bedheight.evalby = Auswerter
-meta.bedheight.river.elevation = H\u00f6hensystem des Flusses
-
-chart.flow_velocity.section.title=Geschwindigkeit- und Schubspannung
-chart.flow_velocity.section.yaxis.label=Geschwindigkeit v [m/s]
-chart.flow_velocity.section.yaxis.second.label=Sohlschubspannung [N/m\u00b2]
-
-chart.sq_relation.xaxis.label = Abfluss [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 {0,date} - {1,date})
-facet.sq_relation.measurements = Geschiebedaten {0,date} - {1,date}
-facet.sq_relation.static_data = {0} bis {1}
-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 = Sedimentdichte
-sand = Sand
-fine_middle = Feine/Mittl. Kies
-susp_sand = Susp. Sand
-susp_sand_bed = Bettb. Anteil Susp. Sand
-suspended_sediment = Schwebstoff
-coarse = Grober Kies
-total = Gesamtfracht
-
-chart.sedimentload.ls.title = Sedimentfracht
-chart.sedimentload.ls.xaxis.label = km
-chart.sedimentload.ls.yaxis.label.diff = [t/a]
-
-facet.sedimentload.prefix.offcial = Amtliche Epoche:
-facet.sedimentload.coarse = Grober Kies/Steine - {0} [{1}]
-facet.sedimentload.fine_middle = Fein/Mittlerer Kies - {0} [{1}]
-facet.sedimentload.sand = Sand - {0} [{1}]
-facet.sedimentload.susp_sand = suspendierter Sand - {0} [{1}]
-facet.sedimentload.susp_sand_bed = bettbildender Anteil suspendierter Sand - {0} [{1}]
-facet.sedimentload.suspended_sediment = Schwebstoff - {0} [{1}]
-facet.sedimentload.total = Gesamtfracht (Berechnung BfG) - {0} [{1}]
-facet.sedimentload.bed_load = Geschiebefracht (Berechnung BfG) - {0} [{1}]
-facet.sedimentload.suspended_load = Suspensionsfracht (Berechnung BfG) - {0} [{1}]
-facet.sedimentload.calc.total = Gesamtfracht (Berechnung FLYS) - {0} [{1}]
-facet.sedimentload.calc.bed_load = Geschiebefracht (Berechnung FLYS) - {0} [{1}]
-facet.sedimentload.calc.bed_load_susp_sand = bettbildende Fracht (Berechnung FLYS) - {0} [{1}]
-
-minfo.sedimentload.no.data = Keine Sedimentfracht-Daten verf\u00fcgbar
-sedimentload.missing.fraction.coarse = Fehlende Fraktion Grober Kies/Steine - {0}
-sedimentload.missing.fraction.fine_middle = Fehlende Fraktion Fein/Mittlerer Kies - {0}
-sedimentload.missing.fraction.sand = Fehlende Fraktion Sand - {0}
-sedimentload.missing.fraction.susp_sand = Fehlende Fraktion suspendierter Sand - {0}
-sedimentload.missing.fraction.susp_sand_bed = Fehlende Fraktion bettbildender Anteil suspendierter Sand - {0}
-sedimentload.missing.fraction.suspended_sediment = Fehlende Fraktion Schwebstoff - {0}
-sedimentload.missing.fraction.total = Fehlende Fraktion Gesamtfracht - {0}
-sedimentload.missing.fraction.bed_load = Fehlende Fraktion Geschiebefracht - {0}
-sedimentload.missing.fraction.bed_load_susp_sand = Fehlende Fraktion bettbildende Fracht - {0}
-
-facet.longitudinal_section.annotations = Streckenfavoriten
-facet.discharge_curves.mainvalues.q = Q (Haupt- und Extremwerte)
-facet.discharge_curves.mainvalues.w = W (Haupt- und Extremwerte)
-facet.w_differences = {0} - {1}
-facet.w_differences.raw = {0} - {1} (Rohdaten)
-historical_discharge.mainvalues.q = Q (Haupt- und Extremwerte)
-historical_discharge.mainvalues.w = W (Haupt- und Extremwerte)
-facet.flow_velocity.model.mainchannel = Hauptgerinne {0}
-facet.flow_velocity.model.totalchannel = Gesamtgerinne {0}
-facet.flow_velocity.model.tau = Sohlschubspannung {0}
-facet.flow_velocity.model.q = Q {0}
-facet.flow_velocity.mainchannel = v Hauptgerinne bei {0}
-facet.flow_velocity.totalchannel = v Gesamtgerinne bei {0}
-facet.flow_velocity.tauchannel = Sohlschubspannung Hauptgerinne bei {0}
-facet.flow_velocity.mainchannel.raw = v Hauptgerinne bei {0} (Rohdaten)
-facet.flow_velocity.totalchannel.raw = v Gesamtgerinne bei {0} (Rohdaten)
-facet.flow_velocity.tauchannel.raw = Sohlschubspannung Hauptgerinne bei {0} (Rohdaten)
-facet.flow_velocity.discharge = Abfluss bei {0}
-facet.flow_velocity.velocity = V ({0})
-facet.flow_velocity.waterlevel = W ({0})
-facet.bedheight_middle.single = Sohlh\u00f6he {0,number,####}
-facet.bedheight_middle.epoch = Sohlh\u00f6he Epoche {0,number,####} - {1,number,####}
-facet.bedquality.bed.porosity.toplayer = Porosit\u00e4t ({0,date} - {1,date}) ({2})
-facet.bedquality.bed.porosity.sublayer = Porosit\u00e4t ({0,date} - {1,date}) ({2})
-facet.bedquality.bed.density.toplayer = Dichte ({0,date} - {1,date}) ({2})
-facet.bedquality.bed.density.sublayer = Dichte ({0,date} - {1,date}) ({2})
-facet.bedquality.bed.diameter.toplayer = {0}_Sohle ({1,date} - {2,date}) ({3})
-facet.bedquality.bed.diameter.sublayer = {0}_Sohle ({1,date} - {2,date}) ({3})
-facet.bedquality.bed.diameter.toplayer.data = {0} Sohle ({1,date} - {2,date}) ({3}) - Messungen
-facet.bedquality.bed.diameter.sublayer.data = {0} Sohle ({1,date} - {2,date}) ({3}) - Messungen
-facet.bedquality.bed.diameter.bedload.data = {0} Geschiebe - Messungen
-facet.bedquality.bed.diameter.bedload = {0}_Geschiebe
-facet.bedquality.interpol.suffix = - interpoliert
-bedquality.toplayer = 0,0m - 0,3m
-bedquality.sublayer = 0,1m - 0,5m
-bedquality.missing.diameter.bedload = Interpolation Geschiebedurchmesser {0} auf der Berechnungsstrecke f\u00fcr {1,date} - {2,date} nicht m\u00f6glich.
-bedquality.missing.diameter.sublayer = Interpolation Sohldurchmesser {0} (0,0 m - 0,3 m) auf der Berechnungsstrecke f\u00fcr {1,date} - {2,date} nicht m\u00f6glich.
-bedquality.missing.diameter.toplayer = Interpolation Sohldurchmesser {0} (0,1 m - 0,5 m) auf der Berechnungsstrecke f\u00fcr {1,date} - {2,date} nicht m\u00f6glich.
-bedquality.missing.density.toplayer = Interpolation der Dichte (0,0 m - 0,3 m) auf der Berechnungsstrecke f\u00fcr {0,date} - {1,date} nicht m\u00f6glich.
-bedquality.missing.density.sublayer = Interpolation der Dichte (0,1 m - 0,5 m) auf der Berechnungsstrecke f\u00fcr {0,date} - {1,date} nicht m\u00f6glich.
-bedquality.missing.porosity.toplayer = Interpolation der Porosit\u00e4t (0,0 m - 0,3 m) auf der Berechnungsstrecke f\u00fcr {0,date} - {1,date} nicht m\u00f6glich.
-bedquality.missing.porosity.sublayer = Interpolation der Porosit\u00e4t (0,1 m - 0,5 m) auf der Berechnungsstrecke f\u00fcr {0,date} - {1,date} nicht m\u00f6glich.
-facet.bedheight.diff.year = Sohlh\u00f6hendifferenz {0}
-facet.bedheight.diff.year.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten)
-facet.bedheight.sounding_width = gepeilte Breite ({0})
-facet.bedheight.diff.sounding = gepeilte Breite
-facet.bedheight.diff.height1 = H\u00f6he Minuend {0}
-facet.bedheight.diff.height2 = H\u00f6he Subtrahend {0}
-facet.bedheight.diff.morph1 = Morph. aktive Breite Minuend
-facet.bedheight.diff.morph2 = Morph. aktive Breite Subtrahend
-facet.bedheight.diff.absolute = Sohlh\u00f6hendifferenz/Jahr {0}
-facet.bedheight.diff.height.raw = {0} (Rohdaten)
-facet.bedheight.diff.height1.raw = H\u00f6he Minuend {0} (Rohdaten)
-facet.bedheight.diff.height2.raw = H\u00f6he Subtrahend {0} (Rohdaten)
-facet.bedheight.diff.absolute.raw = Sohlh\u00f6hendifferenz/Jahr {0} (Rohdaten)
-facet.bedheight.diff.epoch = Sohlh\u00f6hendifferenz {0}
-facet.bedheight.diff.epoch.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten)
-facet.gauge_discharge_curve.river = Gew\u00e4sser
-facet.gauge_discharge_curve.reference_gauge = Pegelnummer
-facet.gauge_discharge_curve.gauge_name = Pegelname
-facet.gauge_discharge_curve.gauge_location = Pegelort
-facet.morphologic.width = Morphologische Breite
-
-facet.porosity = {0}
-
-chart.beddifference.height.title = Sohlh\u00f6hendifferenz
-chart.beddifference.height.xaxis.label = {0}-km
-chart.beddifference.height.yaxis.label = Differenz [cm/Jahr]
-chart.beddifference.epoch.title = Sohlh\u00f6hendifferenz
-chart.beddifference.xaxis.label = {0}-km
-chart.beddifference.yaxis.label.diff = Differenz [cm]
-chart.beddifference.yaxis.label.height = Absolute H\u00f6he [{0}]
-chart.beddifference.year.title = Sohlh\u00f6hendifferenz
-chart.beddifference.yaxis.label.morph = Breite [m]
-chart.beddifference.yaxis.label.heights = Absolute H\u00f6he [{0}]
-chart.subtitle.radius = Fensterbreite f\u00fcr gleitenden Mittelwert
-
-export.csv.header.km = km
-export.csv.header.year = Jahr
-
-export.waterlevel.csv.header.km = Fluss-Km
-export.waterlevel.csv.header.w = W [{0}]
-export.waterlevel.csv.header.q = Q [m\u00b3/s]
-export.waterlevel.csv.header.q.desc = Bezeichnung
-export.waterlevel.csv.header.location = Lage
-export.waterlevel.csv.header.gauge = Bezugspegel
-export.waterlevel.csv.meta.result = # Ergebnisausgabe - {0} - Wasserstand - FLYS 3
-export.waterlevel.csv.meta.creation = # Datum der Erstellung: {0}
-export.waterlevel.csv.meta.calculationbase = # Berechnungsgrundlage: {0}
-export.waterlevel.csv.meta.river = # Gew\u00e4sser: {0}
-export.waterlevel.csv.meta.range = # Ort/Bereich (km): {0} - {1}
-export.waterlevel.csv.meta.gauge = # Bezugspegel: {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 = au\u00dferh. d. Bez.pegels
-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 [Tage]
-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 = Fluss-Km
-export.discharge.longitudinal.section.csv.header.w = W [NN + m]
-export.discharge.longitudinal.section.csv.header.cw = W korr. [NN + m]
-export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s]
-export.discharge.curve.at.gauge.header = Abflusstafel f\u00fcr {1}/{0} ab {2} PNP[{4}] = {3}
-export.discharge.curve.at.header = Berechnete Abflusstafel f\u00fcr {0}, km {1}
-export.historical.discharge.csv.header.timerange = Zeitraum
-export.historical.discharge.csv.header.waterlevel = Wasserstand [cm]
-export.historical.discharge.csv.header.discharge = Abfluss [m\u00b3/s]
-export.historical.discharge.csv.header.diff.q = \u0394Q zur Bezugskurve[m\u00b3/s]
-export.historical.discharge.csv.header.diff.w = \u0394W zur Bezugskurve[m\u00b3/s]
-export.historical.discharge.csv.header.gaugename = Pegel
-export.reference_curve.csv.header.km = km
-export.reference_curve.csv.header.w.cm = W (cm am Pegel)
-export.reference_curve.csv.header.w.m = W (m + NHN)
-export.reference_curve.csv.header.w.q = gleichw. Q (m\u00b3/s)
-
-export.waterlevel.pdf.mode = Wasserstand
-export.computed.discharge.pdf.mode = Abflusskurve
-export.computed.discharge.pdf.calc.mode = Berechnete Abflusskurve
-export.duration.pdf.mode = Dauerlinie
-export.wdifferences.pdf.mode = W Differenzen
-export.historical.discharge.pdf.mode = Historischer Abfluss
-export.reference_curve.pdf.mode = Bezugslinie
-export.computed.discharge.pdf.file = /jasper/computed-discharge.jasper
-export.duration.pdf.file = /jasper/duration.jasper
-export.waterlevel.pdf.file = /jasper/waterlevel.jasper
-export.wdifferences.pdf.file = /jasper/wdifferences.jasper
-export.historical.discharge.pdf.file = /jasper/historical-discharge.jasper
-export.reference_curve.pdf.file = /jasper/reference.jasper
-export.reference_curve.pdf.file.gauge = /jasper/reference_gauge.jasper
-export.reference_curve.pdf.file.gauge.end = /jasper/reference_gauge_end.jasper
-export.reference_curve.pdf.file.gauge.start.end = /jasper/reference_gauge_start_end.jasper
-export.flow_velocity.csv.header.km = Fluss-Km
-export.flow_velocity.csv.header.v_total = v Gesamtgerinne [m/s]
-export.flow_velocity.csv.header.v_main = v Hauptgerinne [m/s]
-export.flow_velocity.csv.header.tau_main = Sohlschubspannung Hauptgerinne [N/m\u00b2]
-export.flow_velocity.csv.header.q = Q [m\u00b3/s]
-export.flow_velocity.csv.header.locations = Streckendaten
-export.bedheight_middle.csv.header.km = Fluss-km
-export.bedheight_middle.csv.header.sounding = Peilung / Epoche
-export.bedheight_middle.csv.header.height = gemittelte Sohlh\u00f6he [{0}]
-export.bedheight_middle.csv.header.uncertainty = Unsicherheit [m]
-export.bedheight_middle.csv.header.datagap = Datenl\u00fccke
-export.bedheight_middle.csv.header.soundingwidth = Peilbreite [m]
-export.bedheight_middle.csv.header.locations = Streckendaten
-
-export.sedimentload.csv.header.coarse = Grober Kies/Steine [{0}]
-export.sedimentload.csv.header.fine_middle = Fein/Mittlerer Kies [{0}]
-export.sedimentload.csv.header.sand = Sand [{0}]
-export.sedimentload.csv.header.susp_sand = suspendierter Sand [{0}]
-export.sedimentload.csv.header.susp_sand_bed = bettbildender Anteil suspendierter Sand [{0}]
-export.sedimentload.csv.header.suspended_sediment = Schwebstoff [{0}]
-export.sedimentload.csv.header.total = Gesamtfracht [{0}]
-export.sedimentload.csv.header.bed_load = Geschiebefracht [{0}]
-export.sedimentload.csv.header.bed_load_susp_sand = bettbildende Fracht [{0}]
-
-export.sqrelation.csv.info.coeff.a = a: Transportkurvenkoeffizient
-export.sqrelation.csv.info.coeff.b = b: Transportkurvenexponent
-export.sqrelation.csv.info.qmax = Q max, gemessen: maximal gemessener Abfluss [m\u00b3/s]
-export.sqrelation.csv.info.stderr = Standardfehler: nat\u00fcrlicher Logarithmus der Standardabweichung
-export.sqrelation.csv.info.r2 = r^2: Bestimmtheitsma\u00df
-export.sqrelation.csv.info.ntot = n Gesamt: Anzahl Messwerte
-export.sqrelation.csv.info.noutl = n Ausrei\u00dfer: Anzahl Ausrei\u00dfer
-export.sqrelation.csv.info.cferguson = CFERGUSON: Bias Korrektur nach Ferguson 1986
-export.sqrelation.csv.info.cduan = CDUAN: Bias Korrektur nach Duan 1983
-export.sqrelation.csv.info.param.a = Parameter A: Sedimenttransport von Feinkornanteil (< 0.063 mm)
-export.sqrelation.csv.info.param.b = Parameter B: Sedimenttransport von Sand (Suspensionstransort) (0.063-2 mm)
-export.sqrelation.csv.info.param.c = Parameter C: Sedimenttransport von Sand (Geschiebetransport) (0.063-2 mm)
-export.sqrelation.csv.info.param.d = Parameter D: Sedimenttransport von Fein- und Mittelkies (2-16 mm)
-export.sqrelation.csv.info.param.e = Parameter E: Sedimenttransport von Grobkornanteil (> Mittelkies)(16-125 mm)
-export.sqrelation.csv.info.param.f = Parameter F: Sedimenttransport von Geschiebtransportgesamt (0.063-125 mm)
-export.sqrelation.csv.info.q = Q: Am Messdatum gemessener Abfluss in [m\u00b3/s]
-export.sqrelation.csv.info.s_kg = S: Am Messdatum gemessener Transport in [kg/s]
-export.sqrelation.csv.info.date = Messdatum: Datum dieser Messung
-export.sqrelation.csv.header.parameter = Parameter
-export.sqrelation.csv.header.station = Station
-export.sqrelation.csv.header.km = Fluss-Km
-export.sqrelation.csv.header.function = Funktion
-export.sqrelation.csv.header.gauge = Pegel
-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 Gesamt
-export.sqrelation.csv.header.n.outliers = n Ausrei\u00dfer
-export.sqrelation.csv.header.c.duan = C (Duan)
-export.sqrelation.csv.header.c.ferguson = C (Ferguson)
-export.sqrelation.csv.header.sd = Standardfehler
-export.sqrelation.csv.header.qmax = Q max, gemessen [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 = Messdatum
-export.sqrelation.pdf.file = /jasper/sqrelation.jasper
-export.sqrelation.measurements.pdf.file = /jasper/sqmeasurements.jasper
-export.sqrelation.pdf.mode = Transport-Abfluss Beziehung
-export.minfo.bedquality.km = km
-export.minfo.bedquality.density.toplayer = Sedimentdichte Deckschicht [t/m\u00b3]
-export.minfo.bedquality.density.sublayer = Sedimentdichte Unterschicht [t/m\u00b3]
-export.minfo.bedquality.porosity.toplayer = Porosit\u00e4t Deckschicht [%]
-export.minfo.bedquality.porosity.sublayer = Porosit\u00e4t Unterschicht [%]
-export.minfo.bedquality.diameter.bedload = Geschiebedurchmesser [mm]
-export.minfo.bedquality.diameter.toplayer = Sohldurchmesser Deckschicht [mm]
-export.minfo.bedquality.diameter.sublayer = Sohldurchmesser Unterschicht [mm]
-export.minfo.beddifference.km = Fluss-km
-export.minfo.beddifference.diff = Sohlh\u00f6hendifferenz [cm]
-export.minfo.beddifference.diff.pair = Differenzenpaar
-export.minfo.beddifference.pdf.file = /jasper/beddifference.jasper
-export.minfo.beddifference.pdf.title = Sohlh\u00f6hendifferenz
-export.minfo.beddifference.pdf.mode = Sohlh\u00f6hendifferenz
-export.minfo.beddifference.sounding1 = gepeilte Breite Minuend [m]
-export.minfo.beddifference.sounding2 = gepeilte Breite Subtrahend [m]
-export.minfo.beddifference.gap1 = Datenl\u00fccke Minuend [%]
-export.minfo.beddifference.gap2 = Datenl\u00fccke Subtrahend [%]
-
-floodmap.wmsbackground = Hintergrundkarte
-floodmap.riveraxis = Flussachse
-floodmap.uesk = \u00dcSG: {0}-km {1,number,####} - {2,number,####} - {3}
-floodmap.barriers = Digitalisierte Objekte
-floodmap.kms = Kilometrierung
-floodmap.qps = Querprofilspuren
-floodmap.hws = Hochwasserschutzanlagen
-floodmap.hws.lines.official = HWS-Offiziell
-floodmap.hws.points.official = HWS-Offiziell (Punkte)
-floodmap.catchment = Einzugsgebiet
-floodmap.floodplain = Talaue
-floodmap.lines = Linien
-floodmap.buildings = Bauwerke
-floodmap.fixpoints = Festpunkte
-floodmap.floodmaps = \u00dcberschwemmungsfl\u00e4che
-floodmap.usershape = Benutzerdaten
-floodmap.isobath.class = {0,number,#.#} m bis {1,number,#.#} m
-floodmap.isobath.lastclass = gr\u00f6\u00dfer {0,number,#.#} m
-
-wsplgen.job.queued = WSPLGEN Berechnung befindet sich in Warteschlange.
-wsplgen.job.error = Ein unerwarteter Fehler beim Starten von WSPLGEN ist aufgetreten.
-
-official.line.found = F\u00fcr {0} existiert eine amtlich festgelegte Wasserspiegellage aus dem Jahr {1,date,yyyy} von {2}.
-
-wsp.selected.string = {0}
-
-Mosel = Mosel
-Saar = Saar
-Elbe = Elbe
-
-state.map.river = Gew\u00e4sser
-
-spline.interpolation.failed = Spline interpolation fehlgeschlagen.
-cannot.find.w.for.q = W zu Q = {0,number,#.##} kann nicht ermittelt werden.
-cannot.find.q = Q = {0,number,#.##} konnte nicht gefunden werden.
-no.ws.found = Keine Ws gefunden.
-no.q.found.in.column = In Spalte {0,integer} wurde kein Q gefunden.
-spline.creation.failed = Spline creation failed.
-cannot.find.w.or.q = W oder Q konnten nicht ermittelt werden.
-km.not.found = Passender Kilometer konnte nicht gefunden werden.
-cannot.create.wq.relation = W/Q-Beziehung konnte nicht ermittelt werden.
-cannot.create.index.q.relation = Spaltenindex/Q-Beziehung konnte nicht erstellt werden.
-
-w.w.qkm1.failed = Berechnung von Q f\u00fcr WST-Index {0,number,#.##} fehlgeschlagen.
-w.w.wkm1.failed = Berechnung von W f\u00fcr Q = {0,number,#.##} / WST-Index {1,number,#.##} fehlgeschlagen.
-w.w.qkm2.failed = Berechnung von Q f\u00fcr WST-Index {0,number,#.##} fehlgeschlagen.
-w.w.wkm2.failed = Berechnung von W f\u00fcr Q = {0,number,#.##} / WST-Index {1,number,#.##} fehlgeschlagen.
-
-hist.discharge.no.value.in.ref = {0} {1} nicht in Bezugskurve enthalten
-cannot.find.hist.q.for.w = Konnte zu W = {0,number,#.##} im Zeitraum ({1,date} - {2,date}) keinen Abfluss ermitteln.
-cannot.find.hist.w.for.q = Konnte zu Q = {0,number,#.##} im Zeitraum ({1,date} - {2,date}) keinen Wasserstand ermitteln.
-cannot.find.hist.q.tables = Konnte f\u00fcr den angegebenen Zeitraum keine Abflusstafeln finden.
-cannot.find.hist.q.reftable = Konnte f\u00fcr den gew\u00e4hlten Pegel keine Bezugs-Abflusstafel ermitteln.
-
-more.than.one.q.for.w = Mehr als ein Q f\u00fcr W = {0,number,#.##} gefunden.
-
-extreme_wq_curve = W/Q-Kurve f\u00fcr extreme Werte
-extreme_wq_base_curve = Messbasis f\u00fcr W/Q-Kurve
-
-no.river.selected = Kein Gew\u00e4sser ausgew\u00e4hlt.
-no.gauge.selected = Kein Pegel ausgew\u00e4hlt.
-no.locations.selected = Keine Orte angegeben.
-no.kms.selected = Keine Kilometerstationen angegeben.
-converting.ws.to.qs.failed = Konvertierung von Ws zu Qs fehlgeschlagen.
-no.wst.for.river = Keine zum Gew\u00e4sser passende WST gefunden.
-no.range.found = Kein passender Pegel gefunden.
-no.gauge.found.for.km = Zur gegebenen Kilometerstation {0} existiert kein Pegel.
-cannot.create.segments = Flussabschnitte konnten nicht erzeugt werden.
-cannot.compute.discharge.curve = Die Abflusskurve konnte nicht berechnet werden..
-cannot.find.ds = Dauerzahlen konnten nicht gefunden werden.
-no.segments.found = Keine Flussabschnitte gefunden.
-no.values.given = Keine Werte angegeben.
-cannot.interpolate.w.q = W/Q-Wert konnte nicht interpoliert werden.
-
-manualpoints = Manuelle Punkte
-
-no.reference.start.km = Keine Startkilometerstation angegeben.
-no.reference.end.kms = Keine Endkilometerstation(en) angegeben.
-waterlevels = Wasserst\u00e4nde
-
-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=Bezugszeitraum
-fix.reference.period.event=Bezugsereignis
-fix.reference.period.event.short=B
-fix.analysis.short=A
-fix.analysis.periods=Analysezeitr\u00e4ume
-fix.derivative=Ableitung
-fix.outlier=Ausrei\u00dfer
-fix.analysis=Analyseereignis
-fix.deviation=Standardabweichung
-fix.reference.deviation=Standardabweichung Bezugszeitraum
-fix.vollmer.wq.curve=Angepasste Funktion
-fix.vollmer.wq.outliers=Ausrei\u00dfer
-fix.vollmer.wq.events=Ereignisse
-qsectors=Abfluss-Sektoren
-fix.mnq=um MNQ
-fix.mq=um MQ
-fix.mhq=um MHQ
-fix.hq5=um HQ5
-
-chart.fix.deltawt.title=Abweichungen von der Ausgleichskurve an Kilometer {0}
-chart.fix.deltawt.subtitle=Gew\u00e4sser: {0}; Darstellungszeitraum: {1,date,short} bis {2,date,short}; Bezugszeitraum: {3,date,short} bis {4,date,short}
-chart.fix.deltawt.xaxis.label=Datum
-chart.fix.deltawt.yaxis.label=\u0394 W(t) [cm]
-
-chart.fixings.wq.subtitle=Gew\u00e4sser: {0}; Darstellungszeitraum: {1,date,short} bis {2,date,short}; Bezugszeitraum: {3,date,short} bis {4,date,short}
-chart.fixings.wq.subtitle1={0,date,short} bis {1,date,short}
-
-chart.fixings.longitudinalsection.title=L\u00e4ngsschnitt
-
-chart.fixings.deltawt.title = Abweichungen von der Ausgleichskurve an Kilometer {0}
-
-export.fixings.deltawt.csv.header.km=km
-export.fixings.deltawt.csv.header.deltaw=\u0394 W [cm]
-export.fixings.deltawt.csv.header.q=Abfluss [m\u00b3/s]
-export.fixings.deltawt.csv.header.w=Wasserstand [m]
-export.fixings.deltawt.csv.header.t=Datum
-export.fixings.deltawt.csv.t.format=dd.MM.yyyy
-export.fixings.deltawt.csv.header.time.range=Status
-export.fixings.deltawt.csv.reference=B
-export.fixings.deltawt.csv.analysis=A{0,number,integer}
-
-fix.missing.river=Kein Gew\u00e4sser gew\u00e4hlt
-fix.missing.from=Kein Startkilometer gew\u00e4hlt
-fix.missing.to=Kein Endkilometer gew\u00e4hlt
-fix.missing.step=Keine Schrittweite angegeben
-fix.missing.function=Unbekannter Funktions-Typ
-fix.missing.events=Liste der Ereignisse fehlt
-fix.missing.reference.period=Kein Bezugszeitraum angegeben
-fix.missing.analysis.periods=Keine Analysezeitr\u00e4ume angegeben
-fix.missing.qstart.sector=Fehlender unterer Abflusssektor
-fix.missing.qend.sector=Fehlender oberer Abflusssektor
-fix.missing.prepocessing=Kein Information \u00fcber Aussrei\u00dfertests vorhanden
-fix.no.overview.available=Keine Daten\u00fcbersicht vorhanden
-fix.invalid.function.name=Unbekannter Funktionsname
-fix.too.less.data.colums=Zuwenig Daten f\u00fcr eine Kurvenanpassung
-fix.fitting.failed=Kurvenanpassung fehlgeschlagen
-fix.invalid.values=Ung\u00fcltige Werte
-fix.cannot.load.data=Daten konnten nicht aus der Datenbank geladen werden
-
-fix.realize.missing.is.q=Kein Q-Wert verf\u00fcgbar
-fix.realize.missing.segments=Werte f\u00fcr Pegelstrecken nicht angegeben
-fix.no.such.river=Gew\u00e4sser nicht gefunden
-fix.cannot.find.segment=Au\u00dferhalb der Pegelg\u00fcltigkeit
-fix.cannot.calculate.function=Funktionsauswerung fehlgeschlagen
-
-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=dd.MM.yyyy
-fix.km.chart.title=Fixierungen {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=gemessen
-fix.km.chart.interpolated=interpoliert
-
-fix.export.at.header = Abflusstafel aus der Fixierungsanalyse f\u00fcr {0} {0}-km: {1}
-fix.export.at.gauge.header = Abflusstafel aus der Fixierungsanalyse f\u00fcr {0}, Pegel: {1} PNP[{3}] = {2}
-sq.km.chart.label = Feststoffdaten
-sq.km.chart.title = Feststoffdatenbestand SedDB
-sq.km.chart.km.axis = km
-sq.km.chart.date.axis = Datum
-static.sq.river = Gewaesser
-static.sq.station = Messstelle
-
-module.winfo = W-INFO
-module.sinfo = S-INFO
-module.minfo = M-INFO
-module.fixanalysis = Fixierungsanalyse
-module.new_map = Neue Karte
-module.new_chart = Neues Diagramm
-
-load_diameter = Geschiebedurchmesser
-bed_diameter = Sohldurchmesser
-
-area.label.template = Fl\u00e4che = %s m\u00b2
-
-gauge.discharge.service.chart.title = Abflusskurven am Pegel {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 = Abflusskurve {0,date,short} - {1,date,short}
-gauge.discharge.service.chart.series.title.master = Aktuelle Abflusskurve ab {0,date,short}
-
-bed.km.chart.label = Sohldaten
-bed.km.chart.title = Sohldatenbestand 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=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.compute
-
-module.group.ingwerds = INGwerDs
-# empty label, so it does not get a group-frame in the ui 
-module.group.bottom = 
-
-state.sinfo.river = Gew\u00e4sser
-state.sinfo.calculation_mode=Berechnungsart
-
-sinfo_calc_flow_depth=Flie\u00dftiefen
-sinfo_calc_flow_depth.warning.missingQ = {0}: keine Abflussdaten vorhanden, Transportk\u00f6rperh\u00f6henberechnung nicht m\u00f6glich
-sinfo_calc_flow_depth.warning.waterlevel_discretisation  = Wasserspiegel {0}: r\u00e4umliche Aufl\u00f6sung betr\u00e4gt mehr als 1000m
-sinfo_calc_flow_depth.warning.year_difference = {0}: Sie verwenden als Differenzenpaar eine Wasserspiegellage aus dem Jahr {1} und eine Peilung aus dem Jahr {2}. Dies kann zu unplausiblen Werten f\u00fchren.
-sinfo_calc_flow_depth.warning.missingSoilKind = {0}: keine Sohlart vorhanden, Transportk\u00f6rperh\u00f6henberechnung nicht m\u00f6glich
-sinfo_calc_flow_depth.warning.missingD50 = {0}: kein D50 vorhanden, Transportk\u00f6rperh\u00f6henberechnung nicht m\u00f6glich
-sinfo_calc_flow_depth.warning.missingVelocity = {0}: keine Flie\u00dfgeschwindigkeiten vorhanden, Transportk\u00f6rperh\u00f6henberechnung nicht m\u00f6glich
-
-sinfo_calc_flow_depth_development=Flie\u00dftiefenentwicklung
-sinfo_calc_flow_depth_minmax=Minimale und Maximale Flie\u00dftiefe
-sinfo_calc_grounding=Grundber\u00fchrungen
-sinfo_calc_transport_bodies_heights=Transportk\u00f6rperh\u00f6hen
-sinfo_calc_infrastructures_inundation_duration=\u00dcberflutungsdauern Infrastrukturen BWaStr
-
-help.state.sinfo=${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 = Wahl der Berechnungsstrecke
-help.state.sinfo.distance_only = ${help.url}/OnlineHilfe/SINFO#help.state.sinfo.distance_only
-
-state.sinfo.distance = Wahl der Berechnungsstrecke
-help.state.sinfo.distance = ${help.url}/OnlineHilfe/help.state.sinfo.distance
-
-state.sinfo.wq = Eingabe f\u00fcr W/Q Daten
-help.state.sinfo.wq=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.wq
-
-state.sinfo.transport_bodies_heights=Transportk\u00f6rperh\u00f6hen
-help.state.sinfo.transport_bodies_heights=${help.url}/OnlineHilfe/SINFO#help.state.sinfo.transport_bodies_heights
-
-state.sinfo.waterlevel_soundings_select= Ausgew\u00e4hlte Differenzen
-help.state.sinfo.waterlevel_soundings_select=${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
-
-useTransportBodies.option = Transportk\u00f6rperh\u00f6hen miteinbeziehen?
-useTransportBodies.active = Aktiv
-useTransportBodies.inactive = Inaktiv
-
-sinfo.export.flow_depth.csv.meta.header.result = ## {0} - {1} - {2}
-sinfo.export.flow_depth.csv.meta.header.result.label = Ergebnisausgabe
-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 = Datum der Erstellung
-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 = Bereich (km)
-sinfo.export.flow_depth.csv.meta.height_unit.river = # H\u00f6henbezugssystem des Flusses: {0} 
-
-export.waterlevel.csv.meta.range = # Ort/Bereich (km): {0} - {1}
-#export.export.flow_depth.csv.meta.gauge = # Gauge: {0}
-#export.export.flow_depth.csv.meta.q = # Q (m\u00b3/s): {0}
-#export.export.flow_depth.csv.meta.w = # W (NN + m): {0} - {1}
-
-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.tkh.filtered.description = h + \u0394d ({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})
\ No newline at end of file

--- a/artifacts/src/main/resources/messages_en.properties	Thu Mar 01 13:42:39 2018 +0100
+++ /dev/null	Thu Jan 01 00:00:00 1970 +0000
@@ -1,867 +0,0 @@
-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=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.compute
-
-module.group.ingwerds = INGwerDs
-# empty label, so it does not get a group-frame in the ui 
-module.group.bottom = 
-
-state.sinfo.river = River
-state.sinfo.calculation_mode=Calculation Mode
-
-sinfo_calc_flow_depth=Flie\u00dftiefen
-sinfo_calc_flow_depth.warning.missingQ = {0}: no discharge available, calculation of transport body height not possible
-sinfo_calc_flow_depth.warning.waterlevel_discretisation  = Wasserspiegel {0}: r\u00e4umliche Aufl\u00f6sung betr\u00e4gt mehr als 1000m
-sinfo_calc_flow_depth.warning.year_difference = {0}: Sie verwenden als Differenzenpaar eine Wasserspiegellage aus dem Jahr {1} und eine Peilung aus dem Jahr {2}. Dies kann zu unplausiblen Werten f\u00fchren.
-sinfo_calc_flow_depth.warning.missingSoilKind = {0}: no soil kind available, calculation of transport body height not possible
-sinfo_calc_flow_depth.warning.missingD50 = {0}: no D50 available, calculation of transport body height not possible
-sinfo_calc_flow_depth.warning.missingVelocity = {0}: no flow velocities available, calculation of transport body height not possible
-
-sinfo_calc_flow_depth_development=Flie\u00dftiefenentwicklung
-sinfo_calc_flow_depth_minmax=Minimale und Maximale Flie\u00dftiefe
-sinfo_calc_grounding=Grundber\u00fchrungen
-sinfo_calc_transport_bodies_heights=Transportk\u00f6rperh\u00f6hen
-sinfo_calc_infrastructures_inundation_duration=\u00dcberflutungsdauern Infrastrukturen BWaStr
-
-help.state.sinfo=${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
-
-useTransportBodies.option = Transportk\u00f6rperh\u00f6hen miteinbeziehen?
-useTransportBodies.active = Activ
-useTransportBodies.inactive = Inactiv
-
-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\u00f6henbezugssystem des Flusses: {0} 
-
-#export.export.flow_depth.csv.meta.gauge = # Gauge: {0}
-#export.export.flow_depth.csv.meta.q = # Q (m\u00b3/s): {0}
-#export.export.flow_depth.csv.meta.w = # W (NN + m): {0} - {1}
-
-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.tkh.filtered.description = h + \u0394d ({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})
\ No newline at end of file