Mercurial > dive4elements > river
comparison artifacts/src/main/resources/messages_de.properties @ 5838:5aa05a7a34b7
Rename modules to more fitting names.
author | Sascha L. Teichmann <teichmann@intevation.de> |
---|---|
date | Thu, 25 Apr 2013 15:23:37 +0200 |
parents | flys-artifacts/src/main/resources/messages_de.properties@339042a65a07 |
children | c2f51d283ee2 |
comparison
equal
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5837:d9901a08d0a6 | 5838:5aa05a7a34b7 |
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1 false=Nein | |
2 true=Ja | |
3 | |
4 state.winfo.river = Gew\u00e4sser | |
5 state.winfo.calculation_mode = Berechnungsart | |
6 state.winfo.location_distance = Wahl des Berechnungsortes/strecke | |
7 state.winfo.wq = Eingabe f\u00fcr W/Q Daten | |
8 state.winfo.wq_adapted = Eingabe f\u00fcr W/Q Daten | |
9 state.winfo.location = Wahl des Berechnungsortes | |
10 state.winfo.distance = Wahl der Berechnungsstrecke | |
11 state.winfo.distance_only = Wahl der Berechnungsstrecke | |
12 state.winfo.uesk.wsp = Wahl der Wasserspiegellage | |
13 state.winfo.uesk.dgm = Digitales Gel\u00e4ndemodell | |
14 state.winfo.uesk.profiles = Interpolierte Profile | |
15 state.winfo.uesk.floodplain = Laterale Begrenzung | |
16 state.winfo.uesk.differences = Differenzen zwischen Wasserspiegellage und Gel\u00e4nde | |
17 state.winfo.uesk.scenario = \u00dcberschwemmungsfl\u00e4che / Szenario | |
18 state.winfo.uesk.dc-hws = Hochwasserschutzanlagen | |
19 state.winfo.uesk.user-rgd = Benutzerdefinierte Shapefiles | |
20 state.winfo.uesk.barriers = Benutzerdefinierte Hochwasserschutzanlagen | |
21 state.winfo.waterlevel_pair_select = Ausgew\u00e4hlte Differenzen | |
22 state.winfo.historicalq.reference_gauge = Wahl des Pegels | |
23 state.winfo.historicalq.timerange = Wahl des Auswertezeitraums | |
24 state.winfo.historicalq.mode = Wahl der Analyseart | |
25 state.winfo.reference.curve.input.start = Bezugsort | |
26 state.winfo.reference.curve.input.end = Zielort(e) | |
27 state.winfo.function_select = Funktion | |
28 state.winfo.extreme.percent = Abstand zum letzten Extremwert in Prozent | |
29 state.winfo.extreme.qinput = Eingabe f\u00e4r Q Daten | |
30 state.fix.river = Gew\u00e4sser | |
31 state.fix.calculation.mode = Berechnungsart | |
32 state.fix.location = Strecke | |
33 state.fix.period = Zeitraum | |
34 state.fix.gaugerange = Abflussklassen | |
35 state.fix.eventselect = Ereignisauswahl | |
36 state.fix.analysis.referenceperiod = Bezugszeitraum | |
37 state.fix.analysis.analysisperiods = Analysezeitr\u00e4ume | |
38 state.fix.analysis.function = Ausgleichsfunktion | |
39 state.fix.analysis.preprocessing = Ausrei\u00DFer | |
40 state.fix.preprocess=beim Berechnen einbeziehen | |
41 state.fix.vollmer.function= Ausgleichsfunktion | |
42 state.fix.vollmer.preprocessing = Ausrei\u00DFer | |
43 state.fix.vollmer.qs = Eingabe f\u00fcr W/Q Daten | |
44 | |
45 state.minfo.river = Gew\u00e4sser | |
46 state.minfo.calculation_mode = Berechnungsart | |
47 state.minfo.distance_only = Wahl der Berechnungsstrecke | |
48 state.minfo.dischargestate = Abflusszustand und Gerinne | |
49 state.minfo.sq.location=Ort | |
50 state.minfo.sq.period=Zeitraum | |
51 state.minfo.sq.outliers=Ausrei\u00dfer | |
52 state.minfo.sq.outlier-method=Ausrei\u00dfertest | |
53 state.minfo.bed.year_epoch=Jahr/Epoche | |
54 state.minfo.bed.difference_select=Differenzen | |
55 state.minfo.year=Jahr | |
56 state.minfo.epoch=Epoche | |
57 state.minfo.bed.location = Ort(e)/Strecke | |
58 state.minfo.bed.periods = Zeitraum/Zeitr\u00e4ume | |
59 state.minfo.bed.char_diameter = Charakteristischer Durchmesser | |
60 state.minfo.soundings = Wahl der Peilungen | |
61 state.minfo.sediment.load.location = Berechnungsstrecke | |
62 state.minfo.sediment.load.year_epoch = Jahr/Zeitraum | |
63 state.minfo.sediment.load.epochs = Epochen | |
64 state.minfo.sediment.load.period = Jahre | |
65 state.minfo.sediment.load.off_epochs = Amtl. Epochen | |
66 state.minfo.off_epoch = Amtl. Epochen | |
67 state.minfo.sediment.load.unit = Einheit | |
68 state.minfo.t_per_a = t/a | |
69 state.minfo.m3_per_a = m\u00b3/a | |
70 | |
71 | |
72 year=Jahr | |
73 epoch=Epoche | |
74 off_epoch = Amtl. Epochen | |
75 soundings = Peilungen / Epochen | |
76 t_per_a = t/a | |
77 m3_per_a = m\u00b3/a | |
78 | |
79 historical.mode.w = Wasserstandsanalyse | |
80 historical.mode.q = Abflussanalyse | |
81 historical_discharge.wq.curve_range = Abflusskurve {0,date,medium} - {1,date,medium} | |
82 historical_discharge.wq.curve_since = Abflusskurve ab {0,date,medium} | |
83 | |
84 calc.surface.curve = Wasserstand/Wasserspiegellage | |
85 calc.flood.map = \u00dcberschwemmungsfl\u00e4che | |
86 calc.discharge.curve = Abflusskurve/Abflusstafel | |
87 calc.duration.curve = Dauerlinie | |
88 calc.discharge.longitudinal.section = W f\u00fcr benutzerdefinierten Abflussl\u00e4ngsschnitt | |
89 calc.w.differences = Differenzen | |
90 calc.historical.discharge.curve = Hist. Abflusskurven | |
91 calc.reference.curve = Bezugslinie | |
92 calc.extreme.curve = Auslagerung extremer Wasserspiegellagen | |
93 calc.fixation.default = Fixierungsanalyse | |
94 calc.fixation.vollmer = Ausgelagerte Wasserspiegellage | |
95 calc.bed.middle = Mittlere Sohlh\u00f6he | |
96 calc.bed.diff = Sohlh\u00f6hendifferenz | |
97 calc.bed.quality = Sohlbeschaffenheit | |
98 calc.sediment.load = Sedimentfracht | |
99 calc.flow.velocity = Flie\u00dfgeschwindigkeit | |
100 calc.sq.relation = Transport-Abfluss Beziehung | |
101 calc.bed.d90 = D90 | |
102 calc.bed.d84 = D84 | |
103 calc.bed.d80 = D80 | |
104 calc.bed.d75 = D75 | |
105 calc.bed.d70 = D70 | |
106 calc.bed.d60 = D60 | |
107 calc.bed.d50 = D50 | |
108 calc.bed.d40 = D40 | |
109 calc.bed.d30 = D30 | |
110 calc.bed.d25 = D25 | |
111 calc.bed.d20 = D20 | |
112 calc.bed.d16 = D16 | |
113 calc.bed.d10 = D10 | |
114 calc.bed.dmin = Dmin | |
115 calc.bed.dmax = Dmax | |
116 calc.bed.dmid = Dmid | |
117 | |
118 calculation.analysis = Fixierungsanalyse | |
119 calculation.vollmer = ausgelagerte Wasserspiegellage | |
120 | |
121 state.chart.river = Gew\u00e4sser | |
122 state.chart.type = Diagrammtyp | |
123 state.chart.km = Kilometer | |
124 | |
125 chart.new.durationcurve = Dauerlinie | |
126 chart.new.computeddischargecurve = Abflusskurve | |
127 chart.new.longitudinal_section = L\u00e4ngsschnitt | |
128 chart.new.w_differences = Differenzen | |
129 chart.new.crosssection = Querprofil | |
130 | |
131 cross_section = Querprofil | |
132 | |
133 reference_curve = Bezugslinie | |
134 reference_curve_normalized = Reduzierte Bezugslinie | |
135 | |
136 scenario.current = Aktuell | |
137 scenario.potentiel = Potenziell | |
138 scenario.scenario = Szenario | |
139 | |
140 floodplain.option = Talaue verwenden? | |
141 floodplain.active = Aktiv | |
142 floodplain.inactive = Inaktiv | |
143 | |
144 outlier.method.grubbs=Grubbs | |
145 outlier.method.std-dev=Standardabweichung | |
146 | |
147 river = Fluss | |
148 calculation_mode = Berechnungsart | |
149 ld_locations = Ort(e) | |
150 main_channel = Hauptgerinne | |
151 total_channel = Gesamtgerinne | |
152 | |
153 chart.cross_section.title = Querprofildiagramm f\u00fcr Gew\u00e4sser {0} | |
154 chart.cross_section.subtitle = {0}-km: {1,number,#.###} | |
155 chart.cross_section.xaxis.label = Abstand [m] | |
156 chart.cross_section.yaxis.label = W [{0}] | |
157 | |
158 chart.longitudinal.section.title = W-L\u00e4ngsschnitt | |
159 chart.longitudinal.section.subtitle = Bereich: {0}-km {1,number,#.###} - {2,number,#.###} | |
160 chart.longitudinal.section.shortsubtitle = {0} | |
161 chart.longitudinal.section.xaxis.label = {0}-km | |
162 chart.longitudinal.section.yaxis.label = W [{0}] | |
163 chart.longitudinal.section.yaxis.second.label = Q [m\u00b3/s] | |
164 chart.longitudinal.annotations.label = {0}.km | |
165 chart.discharge.curve.title = Abflusskurve | |
166 chart.discharge.curve.xaxis.label = Q [m\u00b3/s] | |
167 chart.discharge.curve.yaxis.label = W [cm] | |
168 chart.discharge.curve.curve.valid.from = {0} (g\u00fcltig ab {1,date,medium}) | |
169 chart.discharge.curve.curve.valid.range = {0} (g\u00fcltig ab {1,date,medium} - {2,date,medium}) | |
170 chart.computed.discharge.curve.title = Abflusskurve | |
171 chart.computed.discharge.curve.subtitle = {0}-km: {1,number,#.###} | |
172 chart.computed.discharge.curve.yaxis.label = W [{0}] | |
173 chart.computed.discharge.curve.curve.label = Abflusskurve {0} km {1} | |
174 chart.computed.discharge.curve.gauge = Abflusskurve an Pegel {0} (km {1}) | |
175 chart.duration.curve.title = Dauerlinie | |
176 chart.duration.curve.subtitle = {0}-km: {1,number,#.###} | |
177 chart.duration.curve.xaxis.label = Unterschreitungsdauer [Tage] | |
178 chart.duration.curve.yaxis.label = W [NN + m] | |
179 chart.duration.curve.curve.w = Wasserstandsdauerline f\u00fcr {0} (km:{1}) | |
180 chart.duration.curve.curve.q = Abflussdauerline f\u00fcr {0} (km:{1}) | |
181 chart.historical.discharge.title = Historische Abflusskurven | |
182 chart.historical.discharge.subtitle = Pegel {0} {1,date,medium} - {2,date,medium} | |
183 chart.historical.discharge.xaxis.label = Zeit | |
184 chart.historical.discharge.yaxis.label = Q [m\u00b3/s] | |
185 chart.historical.discharge.yaxis.second.label = W [cm] | |
186 chart.historical.discharge.wq.title = Abflusskurven | |
187 chart.historical.discharge.wq.subtitle = Pegel {0} | |
188 chart.historical.discharge.wq.xaxis.label = Q [m\u00b3/s] | |
189 chart.historical.discharge.wq.yaxis.label = W [cm] | |
190 | |
191 chart.reference.curve.title = Bezugslinie | |
192 chart.reference.curve.subtitle = {0} | |
193 | |
194 chart.fixings.derivedcurve.title = Ableitungskurve an Kilometer {0} | |
195 chart.fixings.deltawt.title = Abweichungen von der Ausgleichskurve an Kilometer {0} | |
196 chart.fixings.analysis.title = L\u00e4ngsschnitt an Kilometer {0} | |
197 chart.fixings.wq.title = Fixierungsanalyse an Kilometer {0} | |
198 | |
199 | |
200 chart.reference.curve.x.axis.in.cm = Bezugspegel [cm] | |
201 chart.reference.curve.x.axis.in.m = Bezugsort [NN + m] | |
202 chart.reference.curve.y.axis.in.cm = Zielpegel [cm] | |
203 chart.reference.curve.y.axis.in.m = Zielort(e) [NN + m] | |
204 | |
205 chart.normalized.reference.curve.title = Reduzierte Bezugslinie | |
206 | |
207 chart.w_differences.title = Differenzen | |
208 chart.w_differences.subtitle = Range: {0}-km {1,number,#.###} - {2,number,#.###} | |
209 chart.w_differences.yaxis.label = m | |
210 chart.w_differences.yaxis.second.label = W [NN + m] | |
211 | |
212 chart.bedquality.title=Sohlen L\u00e4ngsschnitt | |
213 chart.bedquality.xaxis.label=Fluss-Km | |
214 chart.bedquality.yaxis.label=Durchmesser [mm] | |
215 chart.bedquality.yaxis.label.porosity=Porosit\u00e4t [%] | |
216 chart.bedquality.yaxis.label.density=Dichte [t/m\u00b3] | |
217 | |
218 chart.bedheight_middle.section.title=Mittlere Sohlh\u00f6he | |
219 chart.bedheight_middle.section.yaxis.label=mittlere Sohlh\u00f6hen [mm\u00fcNN] | |
220 | |
221 chart.flow_velocity.section.title=Geschwindigkeit- und Schubspannung | |
222 chart.flow_velocity.section.yaxis.label=Geschwindigkeit v [m/s] | |
223 chart.flow_velocity.section.yaxis.second.label=Schubspannung Tau [N] | |
224 | |
225 chart.sq_relation.xaxis.label = Abfluss [m\u00b3/s] | |
226 chart.sq_relation.yaxis.label = Transport [kg/s] | |
227 chart.sq_relation_a.title = Feinkornanteil | |
228 chart.sq_relation_b.title = Sand (Suspensionstransport) | |
229 chart.sq_relation_c.title = Sand (Geschiebetransport) | |
230 chart.sq_relation_d.title = Fein- und Mittelkies | |
231 chart.sq_relation_e.title = Grobkornanteil (> Mittelkies) | |
232 chart.sq_relation_f.title = Geschiebetransport gesamt | |
233 facet.sq_relation.curve = Potenziell (Geschiebedaten) | |
234 facet.sq_relation.measurements = Geschiebedaten | |
235 facet.sq_relation.outliers = Ausrei\u00dfer Durchgang {0} | |
236 facet.sq_relation.outlier.curve = Potenziell Durchgang {0} | |
237 facet.sq_relation.outlier.measurement = Geschiebedaten Durchgang {0} | |
238 | |
239 chart.sedimentload.ls.title = Sedimentfracht | |
240 chart.sedimentload.ls.xaxis.label = km | |
241 chart.sedimentload.ls.yaxis.label.diff = [t/a] | |
242 facet.sedimentload.coarse = Grober Kies | |
243 facet.sedimentload.sand = Sand | |
244 facet.sedimentload.fine_middle = Fein/Mittlerer Kies | |
245 facet.sedimentload.susp_sand = Susp. Sand | |
246 facet.sediemntload.susp_sand_bed = Bettbild. Anteil Susp.Sand | |
247 facet.sedimentload.susp_sediment = Schwebstoff | |
248 facet.sedimentload.total = Gesamt | |
249 facet.sedimentload.total_load = Gesamt Geschiebe | |
250 missing.fraction.coarse = Jahr {0}: Fehlende Fraktion: grober Kies | |
251 missing.fraction.fine_middle = Jahr {0}: Fehlende Fraktion: fein/mittlerer Kies | |
252 missing.fraction.sand = Jahr {0}: Fehlende Fraktion: Sand | |
253 missing.fraction.susp_sand = Jahr {0}: Fehlende Fraktion: susp. Sand | |
254 missing.fraction.susp_sediment = Jahr {0}: Fehlende Fraktion: Schwebstoffe | |
255 missing.data.coarse = Fehlende Daten bei grobem Kies | |
256 missing.data.fine_middle = Fehlende Daten bei fein/mittlerem Kies | |
257 missing.data.sand = Fehlende Daten bei Sand | |
258 missing.data.susp_sand = Fehlende Daten bei susp. Sand | |
259 missing.data.susp_sediment = Fehlende Daten bei Schwebstoffen | |
260 | |
261 facet.longitudinal_section.annotations = Streckenfavoriten | |
262 facet.discharge_curves.mainvalues.q = Q (Haupt- und Extremwerte) | |
263 facet.discharge_curves.mainvalues.w = W (Haupt- und Extremwerte) | |
264 historical_discharge.mainvalues.q = Q (Haupt- und Extremwerte) | |
265 historical_discharge.mainvalues.w = W (Haupt- und Extremwerte) | |
266 facet.flow_velocity.mainchannel = v Hauptgerinne bei {0} | |
267 facet.flow_velocity.totalchannel = v Gesamtgerinne bei {0} | |
268 facet.flow_velocity.discharge = Abfluss bei {0} | |
269 facet.flow_velocity.tauchannel = TAU Hauptgerinne bei {0} | |
270 facet.flow_velocity.mainchannel.raw = v Hauptgerinne bei {0} (Rohdaten) | |
271 facet.flow_velocity.totalchannel.raw = v Gesamtgerinne bei {0} (Rohdaten) | |
272 facet.flow_velocity.tauchannel.raw = TAU Hauptgerinne bei {0} (Rohdaten) | |
273 facet.bedheight_middle.single = Sohlh\u00f6he {0,number,####} | |
274 facet.bedheight_middle.epoch = Sohlh\u00f6he Epoche {0,number,####} - {1,number,####} | |
275 facet.bedquality.bed.porosity.toplayer = Porosit\u00e4t ({0,date} - {1,date}) ({2}) | |
276 facet.bedquality.bed.porosity.sublayer = Porosit\u00e4t ({0,date} - {1,date}) ({2}) | |
277 facet.bedquality.bed.density.toplayer = Dichte ({0,date} - {1,date}) ({2}) | |
278 facet.bedquality.bed.density.sublayer = Dichte ({0,date} - {1,date}) ({2}) | |
279 facet.bedquality.bed.diameter.toplayer = {0}_Sohle ({1,date} - {2,date}) ({3}) | |
280 facet.bedquality.bed.diameter.sublayer = {0}_Sohle ({1,date} - {2,date}) ({3}) | |
281 facet.bedquality.bedload.diameter = {0}_Geschiebe | |
282 bedquality.toplayer = 0,0m - 0,3m | |
283 bedquality.sublayer = 0,1m - 0,5m | |
284 facet.bedheight.diff.year = Sohlh\u00f6hendifferenz {0} | |
285 facet.bedheight.diff.morph = gepeilte Breite {0} | |
286 facet.bedheight.diff.height1 = H\u00f6he Minuend {0} | |
287 facet.bedheight.diff.height2 = H\u00f6he Subtrahend {0} | |
288 facet.bedheight.diff.absolute = Sohlh\u00f6hendifferenz/Jahr {0} | |
289 facet.bedheight.diff.epoch = Sohlh\u00f6hendifferenz {0} | |
290 facet.bedheight.diff.year.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten) | |
291 facet.bedheight.diff.height1.raw = H\u00f6he Minuend {0} (Rohdaten) | |
292 facet.bedheight.diff.height2.raw = H\u00f6he Subtrahend {0} (Rohdaten) | |
293 facet.bedheight.diff.absolute.raw = Sohlh\u00f6hendifferenz/Jahr {0} (Rohdaten) | |
294 facet.bedheight.diff.epoch.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten) | |
295 facet.gauge_discharge_curve.description = Abflusskurve beim Fluss {0} und Pegel {1} | |
296 facet.gauge_discharge_curve.river = Gew\u00e4sser | |
297 facet.gauge_discharge_curve.reference_gauge = Pegelnummer | |
298 facet.gauge_discharge_curve.gauge_name = Pegelname | |
299 facet.gauge_discharge_curve.gauge_location = Pegelort | |
300 facet.morphologic.width = Morphologische Breite | |
301 | |
302 chart.beddifference.height.title = Sohlh\u00f6hendifferenz | |
303 chart.beddifference.height.xaxis.label = Fluss-Km [km] | |
304 chart.beddifference.height.yaxis.label = Differenz [cm/Jahr] | |
305 chart.beddifference.epoch.title = Sohlh\u00f6hendifferenz | |
306 chart.beddifference.xaxis.label = Fluss-Km [km] | |
307 chart.beddifference.yaxis.label.diff = Differenz [m] | |
308 chart.beddifference.yaxis.label.height = Absolute H\u00f6he [m] | |
309 chart.beddifference.year.title = Sohlh\u00f6hendifferenz | |
310 chart.beddifference.yaxis.label.morph = Breite [m] | |
311 chart.beddifference.yaxis.label.heights = Absolute H\u00f6he [m] | |
312 | |
313 export.waterlevel.csv.header.km = Fluss-Km | |
314 export.waterlevel.csv.header.w = W [{0}] | |
315 export.waterlevel.csv.header.q = Q [m\u00b3/s] | |
316 export.waterlevel.csv.header.q.desc = Bezeichnung | |
317 export.waterlevel.csv.header.location = Lage | |
318 export.waterlevel.csv.header.gauge = Bezugspegel | |
319 export.waterlevel.csv.meta.result = # Ergebnisausgabe - {0} - Wasserstand - FLYS 3 | |
320 export.waterlevel.csv.meta.creation = # Datum der Erstellung: {0} | |
321 export.waterlevel.csv.meta.calculationbase = # Berechnungsgrundlage: {0} | |
322 export.waterlevel.csv.meta.river = # Gew\u00e4sser: {0} | |
323 export.waterlevel.csv.meta.range = # Ort/Bereich (km): {0} - {1} | |
324 export.waterlevel.csv.meta.gauge = # Bezugspegel: {0} | |
325 export.waterlevel.csv.meta.q = # Q (m\u00b3/s): {0} | |
326 export.waterlevel.csv.meta.w = # W (NN + m): {0} - {1} | |
327 export.waterlevel.csv.not.in.gauge.range = au\u00dferhalb gew\u00e4hlter Bezugspegels | |
328 export.computed.discharge.curve.csv.header.w = W [{0}] | |
329 export.computed.discharge.curve.csv.header.q = Q [m\u00b3/s] | |
330 export.duration.curve.csv.header.duration = D [Tagen] | |
331 export.duration.curve.csv.header.w = W [{0}] | |
332 export.duration.curve.csv.header.q = Q [m\u00b3/s] | |
333 export.discharge.longitudinal.section.csv.header.km = Fluss-Km | |
334 export.discharge.longitudinal.section.csv.header.w = W [NN + m] | |
335 export.discharge.longitudinal.section.csv.header.cw = W korr. [NN + m] | |
336 export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s] | |
337 export.discharge.curve.at.header = Berechnete Abflusstafel f\u00fcr {0}, km {1} | |
338 export.discharge.curve.at.gauge.header = Abflusstafel f\u00fcr {1}/{0} ab {2} PNP[NN+m] = {3} | |
339 export.historical.discharge.csv.header.timerange = Zeitraum | |
340 export.historical.discharge.csv.header.waterlevel = Wasserstand [cm] | |
341 export.historical.discharge.csv.header.discharge = Abfluss [m\u00b3/s] | |
342 export.historical.discharge.csv.header.diff = \u0394Q zur Bezugskurve[m\u00b3/s] | |
343 export.historical.discharge.csv.header.gaugename = Pegel | |
344 export.reference_curve.csv.header.km = km | |
345 export.reference_curve.csv.header.w.cm = W (cm am Pegel) | |
346 export.reference_curve.csv.header.w.m = W (m + NHN) | |
347 export.reference_curve.csv.header.w.q = gleichw. Q (m\u00b3/s) | |
348 | |
349 | |
350 export.waterlevel.pdf.mode = Wasserstand | |
351 export.computed.discharge.pdf.mode = Abflusskurve | |
352 export.duration.pdf.mode = Dauerlinie | |
353 export.wdifferences.pdf.mode = W Differenzen | |
354 export.historical.discharge.pdf.mode = Historischer Abfluss | |
355 export.reference_curve.pdf.mode = Bezugslinie | |
356 export.computed.discharge.pdf.file = /jasper/computed-discharge.jasper | |
357 export.duration.pdf.file = /jasper/duration.jasper | |
358 export.waterlevel.pdf.file = /jasper/waterlevel.jasper | |
359 export.wdifferences.pdf.file = /jasper/wdifferences.jasper | |
360 export.historical.discharge.pdf.file = /jasper/historical-discharge.jasper | |
361 export.reference_curve.pdf.file = /jasper/reference.jasper | |
362 export.reference_curve.pdf.file.gauge = /jasper/reference_gauge.jasper | |
363 export.reference_curve.pdf.file.gauge.end = /jasper/reference_gauge_end.jasper | |
364 export.reference_curve.pdf.file.gauge.start.end = /jasper/reference_gauge_start_end.jasper | |
365 export.flow_velocity.csv.header.km = Fluss-Km | |
366 export.flow_velocity.csv.header.v_total = v Gesamtgerinne | |
367 export.flow_velocity.csv.header.v_main = v Hauptgerinne | |
368 export.flow_velocity.csv.header.tau_main = TAU Hauptgerinne | |
369 export.flow_velocity.csv.header.q = Q [m\u00b3/s] | |
370 export.flow_velocity.csv.header.locations = Streckendaten | |
371 export.bedheight_middle.csv.header.km = Fluss-km | |
372 export.bedheight_middle.csv.header.sounding = Peilung / Epoche | |
373 export.bedheight_middle.csv.header.height = gemittelte Sohlh\u00f6he | |
374 export.bedheight_middle.csv.header.uncertainty = Unsicherheit [m] | |
375 export.bedheight_middle.csv.header.datagap = Datenl\u00fccke | |
376 export.bedheight_middle.csv.header.soundingwidth = Peilbreite [m] | |
377 export.bedheight_middle.csv.header.width = morphologisch aktive Breite [m] | |
378 export.bedheight_middle.csv.header.locations = Streckendaten | |
379 export.sqrelation.csv.header.parameter = Parameter | |
380 export.sqrelation.csv.header.station = Station | |
381 export.sqrelation.csv.header.km = Fluss-Km | |
382 export.sqrelation.csv.header.function = Funktion | |
383 export.sqrelation.csv.header.gauge = Pegel | |
384 export.sqrelation.csv.header.coeff.a = a | |
385 export.sqrelation.csv.header.coeff.b = b | |
386 export.sqrelation.csv.header.coeff.q = Q | |
387 export.sqrelation.csv.header.coeff.r = r^2 | |
388 export.sqrelation.csv.header.n.total = n gesamt | |
389 export.sqrelation.csv.header.n.outliers = n Ausrei\u00dfer | |
390 export.sqrelation.csv.header.c.duan = C (DUAN) | |
391 export.sqrelation.csv.header.c.ferguson = C (FERGUSON) | |
392 export.sqrelation.csv.header.variance = Standardabweichung | |
393 export.minfo.bedquality.km = km | |
394 export.minfo.bedquality.density_cap = Sedimentdichte Deckschicht | |
395 export.minfo.bedquality.density_sub = Sedimentdichte Unterschicht | |
396 export.minfo.bedquality.porosity_cap = Porosit\u00e4t Deckschicht | |
397 export.minfo.bedquality.porosity_sub = Porosit\u00e4t Unterschicht | |
398 export.minfo.bedquality.bedload = Geschiebedurchmesser | |
399 export.minfo.bedquality.bed_cap = Sohldurchmesser Deckschicht | |
400 export.minfo.bedquality.bed_sub = Sohldurchmesser Unterschicht | |
401 | |
402 floodmap.wmsbackground = Hintergrundkarte | |
403 floodmap.riveraxis = Flussachse | |
404 floodmap.uesk = \u00dcsg: {0}-km {1,number,####} - {2,number,####} | |
405 floodmap.barriers = Digitalisierte Objekte | |
406 floodmap.kms = Kilometrierung | |
407 floodmap.qps = Querprofilspuren | |
408 floodmap.hws = Hochwasserschutzanlagen | |
409 floodmap.hws.lines.official = HWS-Offiziell | |
410 floodmap.hws.points.official = HWS-Offiziell (Punkte) | |
411 floodmap.catchment = Einzugsgebiet | |
412 floodmap.floodplain = Talaue | |
413 floodmap.lines = Linien | |
414 floodmap.buildings = Bauwerke | |
415 floodmap.fixpoints = Festpunkte | |
416 floodmap.floodmaps = \u00dcberschwemmungsfl\u00e4che | |
417 floodmap.usershape = Benutzerdaten | |
418 | |
419 wsplgen.job.queued = WSPLGEN Berechnung befindet sich in Warteschlange. | |
420 wsplgen.job.error = Ein unerwarteter Fehler beim Starten von WSPLGEN ist aufgetreten. | |
421 | |
422 wsp.selected.string = {0} | |
423 | |
424 Mosel = Mosel | |
425 Saar = Saar | |
426 Elbe = Elbe | |
427 | |
428 state.map.river = Gew\u00e4sser | |
429 | |
430 spline.interpolation.failed = Spline interpolation fehlgeschlagen. | |
431 cannot.find.w.for.q = W zu Q = {0,number,#.##} kann nicht ermittelt werden. | |
432 cannot.find.q = Q = {0,number,#.##} konnte nicht gefunden werden. | |
433 no.ws.found = Keine Ws gefunden. | |
434 no.q.found.in.column = In Spalte {0,integer} wurde kein Q gefunden. | |
435 spline.creation.failed = Spline creation failed. | |
436 cannot.find.w.or.q = W oder Q konnten nicht ermittelt werden. | |
437 km.not.found = Passender Kilometer konnte nicht gefunden werden. | |
438 cannot.create.wq.relation = W/Q-Beziehung konnte nicht ermittelt werden. | |
439 cannot.create.index.q.relation = Spaltenindex/Q-Beziehung konnte nicht erstellt werden. | |
440 | |
441 w.w.qkm1.failed = Berechnung von Q f\u00fcr WST-Index {0,number,#.##} fehlgeschlagen. | |
442 w.w.wkm1.failed = Berechnung von W f\u00fcr Q = {0,number,#.##} / WST-Index {1,number,#.##} fehlgeschlagen. | |
443 w.w.qkm2.failed = Berechnung von Q f\u00fcr WST-Index {0,number,#.##} fehlgeschlagen. | |
444 w.w.wkm2.failed = Berechnung von W f\u00fcr Q = {0,number,#.##} / WST-Index {1,number,#.##} fehlgeschlagen. | |
445 | |
446 cannot.find.hist.q.for.w = Konnte zu W = {0,number,#.##} im Zeitraum ({1,date} - {2,date}) keinen Abfluss ermitteln. | |
447 cannot.find.hist.w.for.q = Konnte zu Q = {0,number,#.##} im Zeitraum ({1,date} - {2,date}) keinen Wasserstand ermitteln. | |
448 cannot.find.hist.q.tables = Konnte f\u00fcr den angegebenen Zeitraum keine Abflusstafeln finden. | |
449 cannot.find.hist.q.reftable = Konnte f\u00fcr den gew\u00e4hlten Pegel keine Bezugs-Abflusstafel ermitteln. | |
450 | |
451 more.than.one.q.for.w = Mehr als ein Q f\u00fcr W = {0,number,#.##} gefunden. | |
452 | |
453 extreme_wq_curve = W/Q-Kurve f\u00fcr extreme Werte | |
454 extreme_wq_base_curve = Messbasis f\u00fcr W/Q-Kurve | |
455 | |
456 no.river.selected = Kein Gew\u00e4sser ausgew\u00e4hlt. | |
457 no.gauge.selected = Kein Pegel ausgew\u00e4hlt. | |
458 no.locations.selected = Keine Orte angegeben. | |
459 no.kms.selected = Keine Kilometerstationen angegeben. | |
460 converting.ws.to.qs.failed = Konvertierung von Ws zu Qs fehlgeschlagen. | |
461 no.wst.for.river = Keine zum Gew\u00e4sser passende WST gefunden. | |
462 no.range.found = Kein passender Pegel gefunden. | |
463 no.gauge.found.for.km = Zur gegebenen Kilometerstation {0} existiert kein Pegel. | |
464 cannot.create.segments = Flussabschnitte konnten nicht erzeugt werden. | |
465 cannot.compute.discharge.curve = Die Abflusskurve konnte nicht berechnet werden.. | |
466 cannot.find.ds = Dauerzahlen konnten nicht gefunden werden. | |
467 no.segments.found = Keine Flussabschnitte gefunden. | |
468 no.values.given = Keine Werte angegeben. | |
469 cannot.interpolate.w.q = W/Q-Wert konnte nicht interpoliert werden. | |
470 | |
471 manualpoints = Manuelle Punkte | |
472 | |
473 no.reference.start.km = Keine Startkilometerstation angegeben. | |
474 no.reference.end.kms = Keine Endkilometerstation(en) angegeben. | |
475 waterlevels = Wasserst\u00e4nde | |
476 | |
477 help.index=${help.url}/OnlineHilfe | |
478 help.state.winfo=${help.url}/OnlineHilfe/WINFO | |
479 help.state.winfo.river=${help.url}/OnlineHilfe/WINFO#help.state.winfo.river | |
480 help.state.winfo.calculation_mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.calculation_mode | |
481 help.state.winfo.location=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location | |
482 help.state.winfo.distance_only=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance_only | |
483 help.state.winfo.distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance | |
484 help.state.winfo.location_distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location_distance | |
485 help.state.winfo.wq=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq | |
486 help.state.winfo.wq_adapted=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq_adapted | |
487 help.state.winfo.waterlevel_pair_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.waterlevel_pair_select | |
488 help.state.winfo.reference.curve.input.start=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.start | |
489 help.state.winfo.reference.curve.input.end=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.end | |
490 help.state.winfo.uesk.wsp=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.wsp | |
491 help.state.winfo.uesk.dgm=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.dgm | |
492 help.state.winfo.uesk.profiles=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.profiles | |
493 help.state.winfo.uesk.floodplain=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.floodplain | |
494 help.state.winfo.uesk.differences=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.differences | |
495 help.state.winfo.uesk.scenario=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario | |
496 help.state.winfo.uesk.dc-hws=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario | |
497 help.state.winfo.uesk.user-rgd=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario | |
498 help.state.winfo.uesk.barriers=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario | |
499 help.state.winfo.historicalq.reference_gauge=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.reference_gauge | |
500 help.state.winfo.historicalq.timerange=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.timerange | |
501 help.state.winfo.historicalq.mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.mode | |
502 help.state.winfo.function_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.function_select | |
503 help.state.winfo.extreme.percent=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.percent | |
504 help.state.winfo.extreme.qinput=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.qinput | |
505 | |
506 help.state.minfo.river=${help.url}/OnlineHilfe/MINFO#help.state.minfo.river | |
507 help.state.minfo.calculation_mode=${help.url}/OnlineHilfe/MINFO#help.state.minfo.calculation_mode | |
508 help.state.minfo.distance_only=${help.url}/OnlineHilfe/MINFO#help.state.minfo.distance_only | |
509 help.state.minfo.bed.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.year_epoch | |
510 help.state.minfo.sq.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.location | |
511 help.state.minfo.bed.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.location | |
512 help.state.minfo.dischargestate=${help.url}/OnlineHilfe/MINFO#help.state.minfo.dischargestate | |
513 help.state.minfo.soundings=${help.url}/OnlineHilfe/MINFO#help.state.minfo.soundings | |
514 help.state.minfo.bed.difference_select=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.difference_select | |
515 help.state.minfo.sq.outliers=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.outliers | |
516 help.state.minfo.sediment.load.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.year_epoch | |
517 help.state.minfo.sediment.load.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.location | |
518 help.state.minfo.bed.periods=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.periods | |
519 help.state.minfo.bed.char_diameter=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.char_diameter | |
520 help.state.minfo.sediment.load.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.period | |
521 help.state.minfo.sediment.load.epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.epochs | |
522 help.state.minfo.sediment.load.off_epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.off_epochs | |
523 help.state.minfo.sediment.load.unit=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.unit | |
524 help.state.minfo.sq.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.period | |
525 | |
526 | |
527 fix.reference.period=Bezugszeitraum | |
528 fix.reference.period.event=Bezugsereignis | |
529 fix.reference.period.event.short=B | |
530 fix.analysis.short=A | |
531 fix.analysis.periods=Analysezeitr\u00e4ume | |
532 fix.derivative=Ableitung | |
533 fix.outlier=Ausrei\u00dfer | |
534 fix.analysis=Analyseereignis | |
535 fix.deviation=Standardabweichung | |
536 fix.reference.deviation=Standardabweichung Bezugszeitraum | |
537 fix.vollmer.wq.curve=Angepasste Funktion | |
538 fix.vollmer.wq.outliers=Ausrei\u00dfer | |
539 fix.vollmer.wq.events=Ereignisse | |
540 qsectors=Abfluss-Sektoren | |
541 fix.mnq=um MNQ | |
542 fix.mq=um MQ | |
543 fix.mhq=um MHQ | |
544 fix.hq5=um HQ5 | |
545 | |
546 chart.fix.deltawt.title=Abweichungen von der Ausgleichskurve an Kilometer {0} | |
547 chart.fix.deltawt.subtitle=Gew\u00e4sser: {0}; Darstellungszeitraum: {1,date,short} bis {2,date,short}; Bezugszeitraum: {3,date,short} bis {4,date,short} | |
548 chart.fix.deltawt.xaxis.label=Datum | |
549 chart.fix.deltawt.yaxis.label=\u0394 W(t) [cm] | |
550 | |
551 chart.fixings.wq.subtitle=Gew\u00e4sser: {0}; Darstellungszeitraum: {1,date,short} bis {2,date,short}; Bezugszeitraum: {3,date,short} bis {4,date,short} | |
552 chart.fixings.wq.subtitle1={0,date,short} bis {1,date,short} | |
553 | |
554 chart.fixings.longitudinalsection.title=L\u00e4ngsschnitt | |
555 | |
556 export.fixings.deltawt.csv.header.km=km | |
557 export.fixings.deltawt.csv.header.deltaw=\u0394 W [cm] | |
558 export.fixings.deltawt.csv.header.q=Abfluss [m\u00b3/s] | |
559 export.fixings.deltawt.csv.header.w=Wasserstand [m] | |
560 export.fixings.deltawt.csv.header.t=Datum | |
561 export.fixings.deltawt.csv.t.format=dd.MM.yyyy | |
562 export.fixings.deltawt.csv.header.time.range=Status | |
563 export.fixings.deltawt.csv.reference=B | |
564 export.fixings.deltawt.csv.analysis=A{0,number,integer} | |
565 | |
566 chart.fix.wq.subtitle=Gew\u00e4sser: {0}; Zeitraum: {1,date,short} bis {2,date,short} | |
567 | |
568 fix.missing.river=Kein Gew\u00e4sser gew\u00e4hlt | |
569 fix.missing.from=Kein Startkilometer gew\u00e4hlt | |
570 fix.missing.to=Kein Endkilometer gew\u00e4hlt | |
571 fix.missing.step=Keine Schrittweite angegeben | |
572 fix.missing.function=Unbekannter Funktions-Typ | |
573 fix.missing.events=Liste der Ereignisse fehlt | |
574 fix.missing.reference.period=Kein Bezugszeitraum angegeben | |
575 fix.missing.analysis.periods=Keine Analysezeitr\u00e4ume angegeben | |
576 fix.missing.qstart.sector=Fehlender unterer Abflusssektor | |
577 fix.missing.qend.sector=Fehlender oberer Abflusssektor | |
578 fix.missing.prepocessing=Kein Information \u00fcber Aussrei\u00dfertests vorhanden | |
579 fix.no.overview.available=Keine Daten\u00fcbersicht vorhanden | |
580 fix.invalid.function.name=Unbekannter Funktionsname | |
581 fix.too.less.data.colums=Zuwenig Daten f\u00fcr eine Kurvenanpassung | |
582 fix.fitting.failed=Kurvenanpassung fehlgeschlagen | |
583 fix.invalid.values=Ung\u00fcltige Werte | |
584 fix.cannot.load.data=Daten konnten nicht aus der Datenbank geladen werden | |
585 | |
586 fix.km.chart.q.sector.border0=(MNQ + MQ)/2 | |
587 fix.km.chart.q.sector.border1=(MQ + MHQ)/2 | |
588 fix.km.chart.q.sector.border2=HQ5 | |
589 fix.km.chart.label.date=dd.MM.yyyy | |
590 fix.km.chart.title=Fixierungen {0} km {1,number,#.###} | |
591 fix.km.chart.q.axis=Q [m\u00b3/s] | |
592 fix.km.chart.w.axis=W [NN + m] | |
593 fix.km.chart.measured=gemessen | |
594 fix.km.chart.interpolated=interpoliert | |
595 | |
596 fix.export.at.header = Abflusskurve aus der Fixierungsanalyse f\u00fcr {0} {0}-km: {1} | |
597 sq.km.chart.label = Messstellen | |
598 sq.km.chart.title = Messstellen | |
599 sq.km.chart.km.axis = km | |
600 sq.km.chart.date.axis = Datum | |
601 static.sq.river = Gewaesser | |
602 static.sq.station = Messstelle | |
603 | |
604 module.winfo = W-INFO | |
605 module.minfo = M-INFO | |
606 module.fixanalysis = Fixierungsanalyse | |
607 module.new_map = Neue Karte | |
608 module.new_chart = Neues Diagramm | |
609 | |
610 load_diameter = Geschiebedurchmesser | |
611 bed_diameter = Sohldurchmesser | |
612 | |
613 area.label.template = Fl\u00e4che = %s m\u00b3 | |
614 | |
615 gauge.discharge.service.chart.title = Abflusskurven am Pegel {0} | |
616 gauge.discharge.service.chart.x.title = Q [m\u00b3/s] | |
617 gauge.discharge.service.chart.y.title = W [cm] | |
618 gauge.discharge.service.chart.series.title = Abflusskurve {0,date,short} - {1,date,short} | |
619 gauge.discharge.service.chart.series.title.master = Aktuelle Abflusskurve ab {0,date,short} | |
620 | |
621 help.state.fix.river=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.river | |
622 help.state.fix.calculation.mode=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.calculation.mode | |
623 help.state.fix.location=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.location | |
624 help.state.fix.period=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.period | |
625 help.state.fix.gaugerange=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.gaugerange | |
626 help.state.fix.eventselect=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.eventselect | |
627 help.state.fix.analysis.referenceperiod=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.referenceperiod | |
628 help.state.fix.analysis.analysisperiods=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.analysisperiods | |
629 help.state.fix.analysis.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.function | |
630 help.state.fix.analysis.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.preprocessing | |
631 help.state.fix.analysis.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.compute | |
632 help.state.fix.vollmer.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.function | |
633 help.state.fix.vollmer.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.preprocessing | |
634 help.state.fix.vollmer.qs=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.qs | |
635 help.state.fix.vollmer.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.compute |