Mercurial > dive4elements > river
diff flys-artifacts/src/main/resources/messages_de.properties @ 1190:f514894ec2fd
merged flys-artifacts/2.5
author | Thomas Arendsen Hein <thomas@intevation.de> |
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date | Fri, 28 Sep 2012 12:14:17 +0200 |
parents | 1aba1a75beb2 |
children | f45bbc80bd3d |
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--- /dev/null Thu Jan 01 00:00:00 1970 +0000 +++ b/flys-artifacts/src/main/resources/messages_de.properties Fri Sep 28 12:14:17 2012 +0200 @@ -0,0 +1,84 @@ +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.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 + +calc.surface.curve = Wasserstand/Wasserspiegellage +calc.flood.map = \u00dcberschwemmungsfl\u00e4che +calc.discharge.curve = Abflusskurve/abflusstafel +calc.duration.curve = Dauerlinie +calc.discharge.longitudinal.section = W bei ungleichwertigem Abflussl\u00e4ngsschnitt +calc.w.differences = Differenzen + +cross_section = Querprofil + +scenario.current = Aktuell +scenario.potentiel = Potentiell +scenario.scenario = Szenario + +floodplain.option = Talaue verwenden? + +river = Fluss +calculation_mode = Berechnungsart +ld_locations = Ort(e) + +chart.cross_section.title = Querprofildiagram für Gew\u00e4sser {0} +chart.cross_section.subtitle = {0}-km: {1,number,#.###} +chart.cross_section.xaxis.label = Abstand [m] +chart.cross_section.yaxis.label = W [NN + m] + +chart.longitudinal.section.title = W-L\u00e4ngsschnitt +chart.longitudinal.section.subtitle = Bereich: {0}-km {1,number,#.###} - {2,number,#.###} +chart.longitudinal.section.xaxis.label = km +chart.longitudinal.section.yaxis.label = W [NN + m] +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 [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.computed.discharge.curve.subtitle = {0}-km: {1,number,#.###} +chart.computed.discharge.curve.yaxis.label = W [NN + m] +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 [NN + m] +chart.duration.curve.curve.w = Wasserstandsdauerline f\u00fcr {0} +chart.duration.curve.curve.q = Abflussdauerline f\u00fcr {0} + +facet.longitudinal_section.annotations = Streckenfavoriten +facet.discharge_curves.mainvalues.q = Q (Haupt- und Extremwerte) +facet.discharge_curves.mainvalues.w = W (Haupt- und Extremwerte) + +export.waterlevel.csv.header.km = Fluss-Km +export.waterlevel.csv.header.w = W [NN + m] +export.waterlevel.csv.header.q = Q [m\u00b3/s] +export.computed.discharge.curve.csv.header.w = W [NN + m] +export.computed.discharge.curve.csv.header.q = Q [m\u00b3/s] +export.duration.curve.csv.header.duration = D [Tagen] +export.duration.curve.csv.header.w = W [NN + m] +export.duration.curve.csv.header.q = Q [m\u00b3/s] +export.discharge.longitudinal.section.csv.header.km = Fluss-Km +export.discharge.longitudinal.section.csv.header.w = W [NN + m] +export.discharge.longitudinal.section.csv.header.cw = W korr. +export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s] + +floodmap.wmsbackground = Hintergrundkarte +floodmap.riveraxis = Flussachse + +wsplgen.job.queued = WSPLGEN Berechnung befindet sich in Warteschlange. +wsplgen.job.error = Ein unerwarteter Fehler beim Starten von WSPLGEN ist aufgetreten. + +wsp.selected.string = {0}