ingo@158: state.winfo.river = Gew\u00e4sser
ingo@127: state.winfo.calculation_mode = Berechnungsart
ingo@138: state.winfo.location_distance = Wahl des Berechnungsortes/strecke
ingo@139: state.winfo.wq = Eingabe f\u00fcr W/Q Daten
ingo@401: state.winfo.wq_adapted = Eingabe f\u00fcr W/Q Daten
ingo@386: state.winfo.location = Wahl des Berechnungsortes
ingo@921: state.winfo.distance = Wahl der Berechnungsstrecke
ingo@927: state.winfo.uesk.dgm = Digitales Gel\u00e4ndemodell
ingo@927: state.winfo.uesk.profiles = Interpolierte Profile
ingo@927: state.winfo.uesk.floodplain = Laterale Begrenzung
ingo@927: state.winfo.uesk.differences = Differenzen zwischen Wasserspiegellage und Gel\u00e4nde
ingo@927: state.winfo.uesk.scenario = \u00dcberschwemmungsfl\u00e4che / Szenario
ingo@128: 
ingo@927: calc.surface.curve = wasserstand/wasserspiegellage
ingo@157: calc.flood.map = \u00dcberschwemmungsfl\u00e4che
ingo@927: calc.discharge.curve = abflusskurve/abflusstafel
ingo@927: calc.duration.curve = dauerlinie
ingo@927: calc.discharge.longitudinal.section = w bei ungleichwertigem abflussl\u00e4ngsschnitt
ingo@141: 
ingo@927: scenario.current = Aktuell
ingo@927: scenario.potentiel = Potentiell
ingo@927: scenario.scenario = Szenario
ingo@927: 
ingo@927: floodplain.option = Talaue verwenden?
ingo@927: 
ingo@927: river = fluss
ingo@927: calculation_mode = berechnungsart
ingo@927: ld_locations = ort(e)
ingo@408: 
ingo@408: chart.longitudinal.section.title = W-L\u00e4ngsschnitt
ingo@414: chart.longitudinal.section.subtitle = Bereich: {0}-km {1,number,#.###} - {2,number,#.###}
ingo@408: chart.longitudinal.section.xaxis.label = km
ingo@408: chart.longitudinal.section.yaxis.label = W [NN + m]
ingo@408: chart.longitudinal.section.yaxis.second.label = Q [m\u00b3/s]
ingo@408: chart.discharge.curve.title = Abflusskurve
ingo@408: chart.discharge.curve.xaxis.label = Q [m\u00b3/s]
ingo@408: chart.discharge.curve.yaxis.label = W [cm]
ingo@454: chart.discharge.curve.curve.valid.from = {0} (g\u00fcltig ab {1,date,medium})
ingo@454: chart.discharge.curve.curve.valid.range = {0} (g\u00fcltig ab {1,date,medium} - {2,date,medium})
ingo@408: chart.computed.discharge.curve.title = Abflusskurve
ingo@414: chart.computed.discharge.curve.subtitle = {0}-km: {1,number,#.###}
ingo@408: chart.computed.discharge.curve.yaxis.label = W [NN + m]
ingo@456: chart.computed.discharge.curve.curve.label = Abflusskurve {0} km {1}
ingo@408: chart.duration.curve.title = Dauerlinie
ingo@414: chart.duration.curve.subtitle = {0}-km: {1,number,#.###}
ingo@408: chart.duration.curve.xaxis.label = Unterschreitungsdauer [Tage]
ingo@408: chart.duration.curve.yaxis.label = W [NN + m]
ingo@686: chart.duration.curve.curve.w = Wasserstandsdauerline f\u00fcr {0}
ingo@686: chart.duration.curve.curve.q = Abflussdauerline f\u00fcr {0}
ingo@416: 
ingo@416: export.waterlevel.csv.header.km = Fluss-Km
ingo@416: export.waterlevel.csv.header.w = W [NN + m]
ingo@416: export.waterlevel.csv.header.q = Q [m\u00b3/s]
ingo@416: export.computed.discharge.curve.csv.header.w = W [NN + m]
ingo@416: export.computed.discharge.curve.csv.header.q = Q [m\u00b3/s]
ingo@416: export.duration.curve.csv.header.duration = D [Tagen]
ingo@416: export.duration.curve.csv.header.w = W [NN + m]
ingo@416: export.duration.curve.csv.header.q = Q [m\u00b3/s]
ingo@416: export.discharge.longitudinal.section.csv.header.km = Fluss-Km
ingo@416: export.discharge.longitudinal.section.csv.header.w = W [NN + m]
ingo@416: export.discharge.longitudinal.section.csv.header.cw = W korr.
ingo@416: export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s]