Mercurial > dive4elements > river
view flys-artifacts/src/main/resources/messages_de_DE.properties @ 1713:6d9184c745dd
Bugfix: #226 Set the upper bound of duration curve charts to 364.
flys-artifacts/trunk@2985 c6561f87-3c4e-4783-a992-168aeb5c3f6f
author | Ingo Weinzierl <ingo.weinzierl@intevation.de> |
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date | Mon, 17 Oct 2011 11:04:53 +0000 |
parents | f7813b0c68ff |
children | 5e9696c32f04 |
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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 state.winfo.waterlevel_pair_select = Ausgew\u00e4hlte Differenzen 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 = Querprofildiagramm f�r 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 = {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 [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} chart.w_differences.title = Differenzen chart.w_differences.subtitle = Range: {0}-km {1,number,#.###} - {2,number,#.###} chart.w_differences.yaxis.label = m chart.w_differences.yaxis.second.label = W [NN + m] 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] export.discharge.curve.at.header = Berechnete Abflusskurve f\u00fcr {0} {0}-km: {1} floodmap.wmsbackground = Hintergrundkarte floodmap.riveraxis = Flussachse floodmap.uesk = \u00dcberschwemmungsfl\u00e4che floodmap.barriers = Digitalisierte Objekte 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}