Mercurial > dive4elements > river
comparison artifacts/src/main/resources/messages_de.properties @ 7730:e1b831fe435a slt-simplify-cross-sections
Merged default into slt-simplify-cross-sections branch and updated package and class names.
author | Tom Gottfried <tom@intevation.de> |
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date | Mon, 20 Jan 2014 14:04:20 +0100 |
parents | aa5ad2f62def |
children | 842f3a5a89b0 |
comparison
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5084:ca45dd039b54 | 7730:e1b831fe435a |
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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\u00fcr 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=Ausrei\u00dfertest durchf\u00fchren | |
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=Toleranz | |
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.sediment.load.t_per_a = (t/a) | |
69 state.minfo.sediment.load.m3_per_a = (m\u00b3/a) | |
70 state.minfo.t_per_a = t/a | |
71 state.minfo.m3_per_a = m\u00b3/a | |
72 | |
73 | |
74 year=Jahr | |
75 epoch=Epoche | |
76 off_epoch = Amtl. Epochen | |
77 soundings = Peilungen / Epochen | |
78 t_per_a = t/a | |
79 m3_per_a = m\u00b3/a | |
80 | |
81 historical.mode.w = Wasserstandsanalyse | |
82 historical.mode.q = Abflussanalyse | |
83 historical_discharge.wq.curve_range = Abflusskurve {0,date,medium} - {1,date,medium} | |
84 historical_discharge.wq.curve_since = Abflusskurve ab {0,date,medium} | |
85 | |
86 calc.surface.curve = Wasserstand/Wasserspiegellage | |
87 calc.flood.map = \u00dcberschwemmungsfl\u00e4che | |
88 calc.discharge.curve = Abflusskurve/Abflusstafel | |
89 calc.duration.curve = Dauerlinie | |
90 calc.discharge.longitudinal.section = W f\u00fcr benutzerdefinierten Abflussl\u00e4ngsschnitt | |
91 calc.w.differences = Differenzen | |
92 calc.historical.discharge.curve = Hist. Abflusskurven | |
93 calc.reference.curve = Bezugslinie | |
94 calc.extreme.curve = Auslagerung extremer Wasserspiegellagen | |
95 calc.fixation.default = Fixierungsanalyse | |
96 calc.fixation.vollmer = Ausgelagerte Wasserspiegellage | |
97 calc.bed.middle = Mittlere Sohlh\u00f6he | |
98 calc.bed.diff = Sohlh\u00f6hendifferenz | |
99 calc.bed.quality = Sohlbeschaffenheit | |
100 calc.sediment.load = Sedimentfracht | |
101 calc.flow.velocity = Flie\u00dfgeschwindigkeit | |
102 calc.sq.relation = Transport-Abfluss Beziehung | |
103 calc.bed.d90 = D90 | |
104 calc.bed.d84 = D84 | |
105 calc.bed.d80 = D80 | |
106 calc.bed.d75 = D75 | |
107 calc.bed.d70 = D70 | |
108 calc.bed.d60 = D60 | |
109 calc.bed.d50 = D50 | |
110 calc.bed.d40 = D40 | |
111 calc.bed.d30 = D30 | |
112 calc.bed.d25 = D25 | |
113 calc.bed.d20 = D20 | |
114 calc.bed.d16 = D16 | |
115 calc.bed.d10 = D10 | |
116 calc.bed.dm = dm | |
117 calc.bed.dmin = Dmin | |
118 calc.bed.dmax = Dmax | |
119 calc.bed.dmid = Dmid | |
120 | |
121 calculation.analysis = Fixierungsanalyse | |
122 calculation.vollmer = ausgelagerte Wasserspiegellage | |
123 | |
124 state.chart.river = Gew\u00e4sser | |
125 state.chart.type = Diagrammtyp | |
126 state.chart.km = Kilometer | |
127 | |
128 chart.new.durationcurve = Dauerlinie | |
129 chart.new.computeddischargecurve = Abflusskurve | |
130 chart.new.longitudinal_section = L\u00e4ngsschnitt | |
131 chart.new.w_differences = Differenzen | |
132 chart.new.crosssection = Querprofil | |
133 | |
134 cross_section = Querprofil | |
135 | |
136 reference_curve = Bezugslinie | |
137 reference_curve_normalized = Reduzierte Bezugslinie | |
138 | |
139 scenario.current = Aktuell | |
140 scenario.potentiel = Potenziell | |
141 scenario.scenario = Szenario | |
142 | |
143 floodplain.option = Talaue verwenden? | |
144 floodplain.active = Aktiv | |
145 floodplain.inactive = Inaktiv | |
146 | |
147 outlier.method.grubbs=Grubbs | |
148 outlier.method.std-dev=Standardfehler der Residuen | |
149 | |
150 river = Fluss | |
151 calculation_mode = Berechnungsart | |
152 ld_locations = Ort(e) | |
153 main_channel = Hauptgerinne | |
154 total_channel = Gesamtgerinne | |
155 | |
156 chart.cross_section.title = Querprofildiagramm f\u00fcr Gew\u00e4sser {0} | |
157 chart.cross_section.subtitle = {0}-km: {1,number,#.###} | |
158 chart.cross_section.xaxis.label = Abstand [m] | |
159 chart.cross_section.yaxis.label = W [{0}] | |
160 | |
161 chart.longitudinal.section.title = W-L\u00e4ngsschnitt | |
162 chart.longitudinal.section.subtitle = Bereich: {0}-km {1,number,#.###} - {2,number,#.###} | |
163 chart.longitudinal.section.shortsubtitle = {0} | |
164 chart.longitudinal.section.locsubtitle = {0} km {1,number,#.###} | |
165 chart.longitudinal.section.xaxis.label = {0}-km | |
166 chart.longitudinal.section.yaxis.label = W [{0}] | |
167 chart.longitudinal.section.yaxis.second.label = Q [m\u00b3/s] | |
168 chart.longitudinal.annotations.label = {0}.km | |
169 chart.discharge.curve.title = Abflusskurve | |
170 chart.discharge.curve.xaxis.label = Q [m\u00b3/s] | |
171 chart.discharge.curve.yaxis.label = W [cm] | |
172 chart.discharge.curve.curve.valid.from = {0} (g\u00fcltig ab {1,date,medium}) | |
173 chart.discharge.curve.curve.valid.range = {0} (g\u00fcltig ab {1,date,medium} - {2,date,medium}) | |
174 chart.computed.discharge.curve.title = Abflusskurve | |
175 chart.computed.discharge.curve.subtitle = {0}-km: {1,number,#.###} | |
176 chart.computed.discharge.curve.yaxis.label = W [{0}] | |
177 chart.computed.discharge.curve.curve.label = Abflusskurve {0} km {1} | |
178 chart.computed.discharge.curve.gauge = aktuelle AT {0} {1} - {2} | |
179 chart.duration.curve.title = Dauerlinie | |
180 chart.duration.curve.subtitle = {0}-km: {1,number,#.###} | |
181 chart.duration.curve.xaxis.label = Unterschreitungsdauer [Tage] | |
182 chart.duration.curve.yaxis.label = W [NN + m] | |
183 chart.duration.curve.curve.w = Wasserstandsdauerline f\u00fcr {0} (km:{1}) | |
184 chart.duration.curve.curve.q = Abflussdauerline f\u00fcr {0} (km:{1}) | |
185 chart.historical.discharge.title = Historische Abflusskurven | |
186 chart.historical.discharge.subtitle = Pegel {0} {1,date,medium} - {2,date,medium} | |
187 chart.historical.discharge.xaxis.label = Zeit | |
188 chart.historical.discharge.yaxis.second.label = Q [m\u00b3/s] | |
189 chart.historical.discharge.yaxis.label = W [cm] | |
190 chart.historical.discharge.wq.title = Abflusskurven | |
191 chart.historical.discharge.wq.subtitle = Pegel {0} | |
192 chart.historical.discharge.wq.xaxis.label = Q [m\u00b3/s] | |
193 chart.historical.discharge.wq.yaxis.label = W [cm] | |
194 | |
195 chart.reference.curve.title = Bezugslinie | |
196 chart.reference.curve.subtitle = {0} | |
197 | |
198 chart.fixings.derivedcurve.title = Ableitungskurve an Kilometer {0} | |
199 chart.fixings.deltawt.title = Abweichungen von der Ausgleichskurve an Kilometer {0} | |
200 chart.fixings.analysis.title = L\u00e4ngsschnitt an Kilometer {0} | |
201 chart.fixings.wq.title = Fixierungsanalyse an Kilometer {0} | |
202 chart.fixings.wq.yaxis.label = W [{0}] | |
203 | |
204 chart.extreme.wq.yaxis.label = W [{0}] | |
205 | |
206 chart.reference.curve.x.axis.in.cm = Bezugspegel [cm] | |
207 chart.reference.curve.x.axis.in.m = Bezugsort [NN + m] | |
208 chart.reference.curve.y.axis.in.cm = Zielpegel [cm] | |
209 chart.reference.curve.y.axis.in.m = Zielort(e) [NN + m] | |
210 | |
211 chart.normalized.reference.curve.title = Reduzierte Bezugslinie | |
212 | |
213 chart.w_differences.title = Differenzen | |
214 chart.w_differences.subtitle = {0} | |
215 chart.w_differences.yaxis.label = m | |
216 chart.w_differences.yaxis.second.label = W [NN + m] | |
217 | |
218 chart.bedquality.title=Sohlen L\u00e4ngsschnitt | |
219 chart.bedquality.xaxis.label={0}-km | |
220 chart.bedquality.yaxis.label=Durchmesser [mm] | |
221 chart.bedquality.yaxis.label.porosity=Porosit\u00e4t [%] | |
222 chart.bedquality.yaxis.label.density=Dichte [t/m\u00b3] | |
223 | |
224 chart.bedheight_middle.section.title=Mittlere Sohlh\u00f6he | |
225 chart.bedheight_middle.section.yaxis.label=mittlere Sohlh\u00f6hen [{0}] | |
226 chart.bedheight_middle.sounding.yaxis.label=Gepeilte Breite [m] | |
227 | |
228 chart.bedheight.height.yaxis.label=Sohlh\u00f6he [{0}] | |
229 | |
230 chart.flow_velocity.section.title=Geschwindigkeit- und Schubspannung | |
231 chart.flow_velocity.section.yaxis.label=Geschwindigkeit v [m/s] | |
232 chart.flow_velocity.section.yaxis.second.label=Sohlschubspannung [N/m\u00b2] | |
233 | |
234 chart.sq_relation.xaxis.label = Abfluss [m\u00b3/s] | |
235 chart.sq_relation.yaxis.label = Transport [kg/s] | |
236 chart.sq_relation_a.title = Feinkornanteil | |
237 chart.sq_relation_b.title = Sand (Suspensionstransport) | |
238 chart.sq_relation_c.title = Sand (Geschiebetransport) | |
239 chart.sq_relation_d.title = Fein- und Mittelkies | |
240 chart.sq_relation_e.title = Grobkornanteil (> Mittelkies) | |
241 chart.sq_relation_f.title = Geschiebetransport gesamt | |
242 facet.sq_relation.curve = Potenziell (Geschiebedaten) | |
243 facet.sq_relation.measurements = Geschiebedaten | |
244 facet.sq_relation.static_data = {0} bis {1} | |
245 facet.sq_relation.outliers = Ausrei\u00dfer Durchgang {0} | |
246 facet.sq_relation.outlier.curve = Potenziell Durchgang {0} | |
247 facet.sq_relation.outlier.measurement = Geschiebedaten Durchgang {0} | |
248 | |
249 sedimentdensity = Sedimentdichte | |
250 coarse = Grober Kies | |
251 sand = Sand | |
252 fine_middle = Feine/Mittl. Kies | |
253 susp_sand = Susp. Sand | |
254 susp_sand_bed = Bettb. Anteil Susp. Sand | |
255 suspended_sediment = Schwebstoff | |
256 total = Gesamtfracht | |
257 | |
258 chart.sedimentload.ls.title = Sedimentfracht | |
259 chart.sedimentload.ls.xaxis.label = km | |
260 chart.sedimentload.ls.yaxis.label.diff = [t/a] | |
261 facet.sedimentload.coarse = Grober Kies | |
262 facet.sedimentload.sand = Sand | |
263 facet.sedimentload.fine_middle = Fein/Mittlerer Kies | |
264 facet.sedimentload.susp_sand = Susp. Sand | |
265 facet.sediemntload.susp_sand_bed = Bettbild. Anteil Susp.Sand | |
266 facet.sedimentload.susp_sediment = Schwebstoff | |
267 facet.sedimentload.total = Gesamt | |
268 facet.sedimentload.total_load = Gesamt Geschiebe | |
269 missing.fraction.coarse = Jahr {0}: Fehlende Fraktion: grober Kies | |
270 missing.fraction.fine_middle = Jahr {0}: Fehlende Fraktion: fein/mittlerer Kies | |
271 missing.fraction.sand = Jahr {0}: Fehlende Fraktion: Sand | |
272 missing.fraction.susp_sand = Jahr {0}: Fehlende Fraktion: susp. Sand | |
273 missing.fraction.susp_sediment = Jahr {0}: Fehlende Fraktion: Schwebstoffe | |
274 missing.data.coarse = Fehlende Daten bei grobem Kies | |
275 missing.data.fine_middle = Fehlende Daten bei fein/mittlerem Kies | |
276 missing.data.sand = Fehlende Daten bei Sand | |
277 missing.data.susp_sand = Fehlende Daten bei susp. Sand | |
278 missing.data.susp_sediment = Fehlende Daten bei Schwebstoffen | |
279 | |
280 facet.longitudinal_section.annotations = Streckenfavoriten | |
281 facet.discharge_curves.mainvalues.q = Q (Haupt- und Extremwerte) | |
282 facet.discharge_curves.mainvalues.w = W (Haupt- und Extremwerte) | |
283 historical_discharge.mainvalues.q = Q (Haupt- und Extremwerte) | |
284 historical_discharge.mainvalues.w = W (Haupt- und Extremwerte) | |
285 facet.flow_velocity.model.mainchannel = Hauptgerinne {0} | |
286 facet.flow_velocity.model.totalchannel = Gesamtgerinne {0} | |
287 facet.flow_velocity.model.tau = Sohlschubspannung {0} | |
288 facet.flow_velocity.model.q = Q {0} | |
289 facet.flow_velocity.mainchannel = v Hauptgerinne bei {0} | |
290 facet.flow_velocity.totalchannel = v Gesamtgerinne bei {0} | |
291 facet.flow_velocity.discharge = Abfluss bei {0} | |
292 facet.flow_velocity.tauchannel = Sohlschubspannung Hauptgerinne bei {0} | |
293 facet.flow_velocity.mainchannel.raw = v Hauptgerinne bei {0} (Rohdaten) | |
294 facet.flow_velocity.totalchannel.raw = v Gesamtgerinne bei {0} (Rohdaten) | |
295 facet.flow_velocity.tauchannel.raw = Sohlschubspannung Hauptgerinne bei {0} (Rohdaten) | |
296 facet.flow_velocity.velocity = V ({0}) | |
297 facet.flow_velocity.waterlevel = W ({0}) | |
298 facet.bedheight_middle.single = Sohlh\u00f6he {0,number,####} | |
299 facet.bedheight_middle.epoch = Sohlh\u00f6he Epoche {0,number,####} - {1,number,####} | |
300 facet.bedquality.bed.porosity.toplayer = Porosit\u00e4t ({0,date} - {1,date}) ({2}) | |
301 facet.bedquality.bed.porosity.sublayer = Porosit\u00e4t ({0,date} - {1,date}) ({2}) | |
302 facet.bedquality.bed.density.toplayer = Dichte ({0,date} - {1,date}) ({2}) | |
303 facet.bedquality.bed.density.sublayer = Dichte ({0,date} - {1,date}) ({2}) | |
304 facet.bedquality.bed.diameter.toplayer = {0}_Sohle ({1,date} - {2,date}) ({3}) | |
305 facet.bedquality.bed.diameter.sublayer = {0}_Sohle ({1,date} - {2,date}) ({3}) | |
306 facet.bedquality.bed.diameter.data.toplayer = {0} Sohle ({1,date} - {2,date}) ({3}) - Messungen | |
307 facet.bedquality.bed.diameter.data.sublayer = {0} Sohle ({1,date} - {2,date}) ({3}) - Messungen | |
308 facet.bedquality.bedload.diameter.data = {0} Geschiebe - Messungen | |
309 facet.bedquality.bedload.diameter = {0}_Geschiebe | |
310 bedquality.toplayer = 0,0m - 0,3m | |
311 bedquality.sublayer = 0,1m - 0,5m | |
312 facet.bedheight.diff.year = Sohlh\u00f6hendifferenz {0} | |
313 facet.bedheight.sounding_width = gepeilte Breite ({0}) | |
314 facet.bedheight.diff.morph = gepeilte Breite | |
315 facet.bedheight.diff.height1 = H\u00f6he Minuend {0} | |
316 facet.bedheight.diff.height2 = H\u00f6he Subtrahend {0} | |
317 facet.bedheight.diff.absolute = Sohlh\u00f6hendifferenz/Jahr {0} | |
318 facet.bedheight.diff.epoch = Sohlh\u00f6hendifferenz {0} | |
319 facet.bedheight.diff.year.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten) | |
320 facet.bedheight.diff.height.raw = {0} (Rohdaten) | |
321 facet.bedheight.diff.height1.raw = H\u00f6he Minuend {0} (Rohdaten) | |
322 facet.bedheight.diff.height2.raw = H\u00f6he Subtrahend {0} (Rohdaten) | |
323 facet.bedheight.diff.absolute.raw = Sohlh\u00f6hendifferenz/Jahr {0} (Rohdaten) | |
324 facet.bedheight.diff.epoch.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten) | |
325 facet.gauge_discharge_curve.description = Abflusskurve beim Fluss {0} und Pegel {1} | |
326 facet.gauge_discharge_curve.river = Gew\u00e4sser | |
327 facet.gauge_discharge_curve.reference_gauge = Pegelnummer | |
328 facet.gauge_discharge_curve.gauge_name = Pegelname | |
329 facet.gauge_discharge_curve.gauge_location = Pegelort | |
330 facet.morphologic.width = Morphologische Breite | |
331 | |
332 chart.beddifference.height.title = Sohlh\u00f6hendifferenz | |
333 chart.beddifference.height.xaxis.label = {0}-km | |
334 chart.beddifference.height.yaxis.label = Differenz [cm/Jahr] | |
335 chart.beddifference.epoch.title = Sohlh\u00f6hendifferenz | |
336 chart.beddifference.xaxis.label = {0}-km | |
337 chart.beddifference.yaxis.label.diff = Differenz [cm] | |
338 chart.beddifference.yaxis.label.height = Absolute H\u00f6he [m] | |
339 chart.beddifference.year.title = Sohlh\u00f6hendifferenz | |
340 chart.beddifference.yaxis.label.morph = Breite [m] | |
341 chart.beddifference.yaxis.label.heights = Absolute H\u00f6he [m] | |
342 | |
343 export.waterlevel.csv.header.km = Fluss-Km | |
344 export.waterlevel.csv.header.w = W [{0}] | |
345 export.waterlevel.csv.header.q = Q [m\u00b3/s] | |
346 export.waterlevel.csv.header.q.desc = Bezeichnung | |
347 export.waterlevel.csv.header.location = Lage | |
348 export.waterlevel.csv.header.gauge = Bezugspegel | |
349 export.waterlevel.csv.meta.result = # Ergebnisausgabe - {0} - Wasserstand - FLYS 3 | |
350 export.waterlevel.csv.meta.creation = # Datum der Erstellung: {0} | |
351 export.waterlevel.csv.meta.calculationbase = # Berechnungsgrundlage: {0} | |
352 export.waterlevel.csv.meta.river = # Gew\u00e4sser: {0} | |
353 export.waterlevel.csv.meta.range = # Ort/Bereich (km): {0} - {1} | |
354 export.waterlevel.csv.meta.gauge = # Bezugspegel: {0} | |
355 export.waterlevel.csv.meta.q = # Q (m\u00b3/s): {0} | |
356 export.waterlevel.csv.meta.w = # W (NN + m): {0} - {1} | |
357 export.waterlevel.csv.not.in.gauge.range = au\u00dferh. d. Bez.pegels | |
358 export.computed.discharge.curve.csv.header.w = W [{0}] | |
359 export.computed.discharge.curve.csv.header.q = Q [m\u00b3/s] | |
360 export.duration.curve.csv.header.duration = D [Tagen] | |
361 export.duration.curve.csv.header.w = W [{0}] | |
362 export.duration.curve.csv.header.q = Q [m\u00b3/s] | |
363 export.discharge.longitudinal.section.csv.header.km = Fluss-Km | |
364 export.discharge.longitudinal.section.csv.header.w = W [NN + m] | |
365 export.discharge.longitudinal.section.csv.header.cw = W korr. [NN + m] | |
366 export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s] | |
367 export.discharge.curve.at.header = Berechnete Abflusstafel f\u00fcr {0}, km {1} | |
368 export.discharge.curve.at.gauge.header = Abflusstafel f\u00fcr {1}/{0} ab {2} PNP[{4}] = {3} | |
369 export.discharge.curve.at.gauge.calc.header = Berechnete Abflusstafel f\u00fcr {0}, Pegel: {1} PNP[{3}] = {2} | |
370 export.historical.discharge.csv.header.timerange = Zeitraum | |
371 export.historical.discharge.csv.header.waterlevel = Wasserstand [cm] | |
372 export.historical.discharge.csv.header.discharge = Abfluss [m\u00b3/s] | |
373 export.historical.discharge.csv.header.diff.q = \u0394Q zur Bezugskurve[m\u00b3/s] | |
374 export.historical.discharge.csv.header.diff.w = \u0394W zur Bezugskurve[m\u00b3/s] | |
375 export.historical.discharge.csv.header.gaugename = Pegel | |
376 export.reference_curve.csv.header.km = km | |
377 export.reference_curve.csv.header.w.cm = W (cm am Pegel) | |
378 export.reference_curve.csv.header.w.m = W (m + NHN) | |
379 export.reference_curve.csv.header.w.q = gleichw. Q (m\u00b3/s) | |
380 | |
381 | |
382 export.waterlevel.pdf.mode = Wasserstand | |
383 export.computed.discharge.pdf.mode = Abflusskurve | |
384 export.computed.discharge.pdf.calc.mode = Berechnete Abflusskurve | |
385 export.duration.pdf.mode = Dauerlinie | |
386 export.wdifferences.pdf.mode = W Differenzen | |
387 export.historical.discharge.pdf.mode = Historischer Abfluss | |
388 export.reference_curve.pdf.mode = Bezugslinie | |
389 export.computed.discharge.pdf.file = /jasper/computed-discharge.jasper | |
390 export.duration.pdf.file = /jasper/duration.jasper | |
391 export.waterlevel.pdf.file = /jasper/waterlevel.jasper | |
392 export.wdifferences.pdf.file = /jasper/wdifferences.jasper | |
393 export.historical.discharge.pdf.file = /jasper/historical-discharge.jasper | |
394 export.reference_curve.pdf.file = /jasper/reference.jasper | |
395 export.reference_curve.pdf.file.gauge = /jasper/reference_gauge.jasper | |
396 export.reference_curve.pdf.file.gauge.end = /jasper/reference_gauge_end.jasper | |
397 export.reference_curve.pdf.file.gauge.start.end = /jasper/reference_gauge_start_end.jasper | |
398 export.flow_velocity.csv.header.km = Fluss-Km | |
399 export.flow_velocity.csv.header.v_total = v Gesamtgerinne [m/s] | |
400 export.flow_velocity.csv.header.v_main = v Hauptgerinne [m/s] | |
401 export.flow_velocity.csv.header.tau_main = Sohlschubspannung Hauptgerinne [N/m\u00b2] | |
402 export.flow_velocity.csv.header.q = Q [m\u00b3/s] | |
403 export.flow_velocity.csv.header.locations = Streckendaten | |
404 export.bedheight_middle.csv.header.km = Fluss-km | |
405 export.bedheight_middle.csv.header.sounding = Peilung / Epoche | |
406 export.bedheight_middle.csv.header.height = gemittelte Sohlh\u00f6he [{0}] | |
407 export.bedheight_middle.csv.header.uncertainty = Unsicherheit [m] | |
408 export.bedheight_middle.csv.header.datagap = Datenl\u00fccke | |
409 export.bedheight_middle.csv.header.soundingwidth = Peilbreite [m] | |
410 export.bedheight_middle.csv.header.width = morphologisch ausgewertete Breite [m] | |
411 export.bedheight_middle.csv.header.locations = Streckendaten | |
412 export.sedimentload_ls.csv.header.km = km | |
413 export.sedimentload_ls.csv.header.year = Jahr | |
414 export.sedimentload_ls.csv.header.coarse = Kies(g) | |
415 export.sedimentload_ls.csv.header.finemiddle = Kies(f+m) | |
416 export.sedimentload_ls.csv.header.sand = Sand | |
417 export.sedimentload_ls.csv.header.suspsand = susp.Sand | |
418 export.sedimentload_ls.csv.header.suspsandbb = susp.Sand(BB) | |
419 export.sedimentload_ls.csv.header.suspsediment = Schwebst. | |
420 export.sedimentload_ls.csv.header.total = Gesamt | |
421 export.sqrelation.csv.header.parameter = Parameter | |
422 export.sqrelation.csv.header.station = Station | |
423 export.sqrelation.csv.header.km = Fluss-Km | |
424 export.sqrelation.csv.header.function = Funktion | |
425 export.sqrelation.csv.header.gauge = Pegel | |
426 export.sqrelation.csv.header.coeff.a = a | |
427 export.sqrelation.csv.header.coeff.b = b | |
428 export.sqrelation.csv.header.coeff.q = Q | |
429 export.sqrelation.csv.header.coeff.r = r^2 | |
430 export.sqrelation.csv.header.n.total = n Gesamt | |
431 export.sqrelation.csv.header.n.outliers = n Ausrei\u00dfer | |
432 export.sqrelation.csv.header.c.duan = C (Duan) | |
433 export.sqrelation.csv.header.c.ferguson = C (Ferguson) | |
434 export.sqrelation.csv.header.sd = Standardfehler | |
435 export.sqrelation.csv.header.qmax = Q max,gemessen | |
436 export.sqrelation.pdf.file = /jasper/sqrelation.jasper | |
437 export.sqrelation.pdf.mode = Transport-Abfluss Beziehung | |
438 export.minfo.bedquality.km = km | |
439 export.minfo.bedquality.density_cap = Sedimentdichte Deckschicht [t/m\u00b3] | |
440 export.minfo.bedquality.density_sub = Sedimentdichte Unterschicht [t/m\u00b3] | |
441 export.minfo.bedquality.porosity_cap = Porosit\u00e4t Deckschicht [%] | |
442 export.minfo.bedquality.porosity_sub = Porosit\u00e4t Unterschicht [%] | |
443 export.minfo.bedquality.bedload = Geschiebedurchmesser [mm] | |
444 export.minfo.bedquality.bed_cap = Sohldurchmesser Deckschicht [mm] | |
445 export.minfo.bedquality.bed_sub = Sohldurchmesser Unterschicht [mm] | |
446 export.minfo.beddifference.km = Fluss-km | |
447 export.minfo.beddifference.diff = m | |
448 export.minfo.beddifference.pdf.file = /jasper/beddifference.jasper | |
449 export.minfo.beddifference.pdf.title = Sohlh\u00f6hendifferenz | |
450 export.minfo.beddifference.pdf.mode = Sohlh\u00f6hendifferenz | |
451 | |
452 floodmap.wmsbackground = Hintergrundkarte | |
453 floodmap.riveraxis = Flussachse | |
454 floodmap.uesk = \u00dcSG: {0}-km {1,number,####} - {2,number,####} - {3} | |
455 floodmap.barriers = Digitalisierte Objekte | |
456 floodmap.kms = Kilometrierung | |
457 floodmap.qps = Querprofilspuren | |
458 floodmap.hws = Hochwasserschutzanlagen | |
459 floodmap.hws.lines.official = HWS-Offiziell | |
460 floodmap.hws.points.official = HWS-Offiziell (Punkte) | |
461 floodmap.catchment = Einzugsgebiet | |
462 floodmap.floodplain = Talaue | |
463 floodmap.lines = Linien | |
464 floodmap.buildings = Bauwerke | |
465 floodmap.fixpoints = Festpunkte | |
466 floodmap.floodmaps = \u00dcberschwemmungsfl\u00e4che | |
467 floodmap.usershape = Benutzerdaten | |
468 floodmap.isobath.class = {0,number,#.#} m bis {1,number,#.#} m | |
469 floodmap.isobath.lastclass = gr\u00f6\u00dfer {0,number,#.#} m | |
470 | |
471 wsplgen.job.queued = WSPLGEN Berechnung befindet sich in Warteschlange. | |
472 wsplgen.job.error = Ein unerwarteter Fehler beim Starten von WSPLGEN ist aufgetreten. | |
473 | |
474 official.line.found = F\u00fcr {0} existiert eine amtlich festgelegte Wasserspiegellage aus dem Jahr {1,date,yyyy} von {2}. | |
475 | |
476 wsp.selected.string = {0} | |
477 | |
478 Mosel = Mosel | |
479 Saar = Saar | |
480 Elbe = Elbe | |
481 | |
482 state.map.river = Gew\u00e4sser | |
483 | |
484 spline.interpolation.failed = Spline interpolation fehlgeschlagen. | |
485 cannot.find.w.for.q = W zu Q = {0,number,#.##} kann nicht ermittelt werden. | |
486 cannot.find.q = Q = {0,number,#.##} konnte nicht gefunden werden. | |
487 no.ws.found = Keine Ws gefunden. | |
488 no.q.found.in.column = In Spalte {0,integer} wurde kein Q gefunden. | |
489 spline.creation.failed = Spline creation failed. | |
490 cannot.find.w.or.q = W oder Q konnten nicht ermittelt werden. | |
491 km.not.found = Passender Kilometer konnte nicht gefunden werden. | |
492 cannot.create.wq.relation = W/Q-Beziehung konnte nicht ermittelt werden. | |
493 cannot.create.index.q.relation = Spaltenindex/Q-Beziehung konnte nicht erstellt werden. | |
494 | |
495 w.w.qkm1.failed = Berechnung von Q f\u00fcr WST-Index {0,number,#.##} fehlgeschlagen. | |
496 w.w.wkm1.failed = Berechnung von W f\u00fcr Q = {0,number,#.##} / WST-Index {1,number,#.##} fehlgeschlagen. | |
497 w.w.qkm2.failed = Berechnung von Q f\u00fcr WST-Index {0,number,#.##} fehlgeschlagen. | |
498 w.w.wkm2.failed = Berechnung von W f\u00fcr Q = {0,number,#.##} / WST-Index {1,number,#.##} fehlgeschlagen. | |
499 | |
500 cannot.find.hist.q.for.w = Konnte zu W = {0,number,#.##} im Zeitraum ({1,date} - {2,date}) keinen Abfluss ermitteln. | |
501 cannot.find.hist.w.for.q = Konnte zu Q = {0,number,#.##} im Zeitraum ({1,date} - {2,date}) keinen Wasserstand ermitteln. | |
502 cannot.find.hist.q.tables = Konnte f\u00fcr den angegebenen Zeitraum keine Abflusstafeln finden. | |
503 cannot.find.hist.q.reftable = Konnte f\u00fcr den gew\u00e4hlten Pegel keine Bezugs-Abflusstafel ermitteln. | |
504 | |
505 more.than.one.q.for.w = Mehr als ein Q f\u00fcr W = {0,number,#.##} gefunden. | |
506 | |
507 extreme_wq_curve = W/Q-Kurve f\u00fcr extreme Werte | |
508 extreme_wq_base_curve = Messbasis f\u00fcr W/Q-Kurve | |
509 | |
510 no.river.selected = Kein Gew\u00e4sser ausgew\u00e4hlt. | |
511 no.gauge.selected = Kein Pegel ausgew\u00e4hlt. | |
512 no.locations.selected = Keine Orte angegeben. | |
513 no.kms.selected = Keine Kilometerstationen angegeben. | |
514 converting.ws.to.qs.failed = Konvertierung von Ws zu Qs fehlgeschlagen. | |
515 no.wst.for.river = Keine zum Gew\u00e4sser passende WST gefunden. | |
516 no.range.found = Kein passender Pegel gefunden. | |
517 no.gauge.found.for.km = Zur gegebenen Kilometerstation {0} existiert kein Pegel. | |
518 cannot.create.segments = Flussabschnitte konnten nicht erzeugt werden. | |
519 cannot.compute.discharge.curve = Die Abflusskurve konnte nicht berechnet werden.. | |
520 cannot.find.ds = Dauerzahlen konnten nicht gefunden werden. | |
521 no.segments.found = Keine Flussabschnitte gefunden. | |
522 no.values.given = Keine Werte angegeben. | |
523 cannot.interpolate.w.q = W/Q-Wert konnte nicht interpoliert werden. | |
524 | |
525 manualpoints = Manuelle Punkte | |
526 | |
527 no.reference.start.km = Keine Startkilometerstation angegeben. | |
528 no.reference.end.kms = Keine Endkilometerstation(en) angegeben. | |
529 waterlevels = Wasserst\u00e4nde | |
530 | |
531 help.index=${help.url}/OnlineHilfe | |
532 help.state.winfo=${help.url}/OnlineHilfe/WINFO | |
533 help.state.winfo.river=${help.url}/OnlineHilfe/WINFO#help.state.winfo.river | |
534 help.state.winfo.calculation_mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.calculation_mode | |
535 help.state.winfo.location=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location | |
536 help.state.winfo.distance_only=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance_only | |
537 help.state.winfo.distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.distance | |
538 help.state.winfo.location_distance=${help.url}/OnlineHilfe/WINFO#help.state.winfo.location_distance | |
539 help.state.winfo.wq=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq | |
540 help.state.winfo.wq_adapted=${help.url}/OnlineHilfe/WINFO#help.state.winfo.wq_adapted | |
541 help.state.winfo.waterlevel_pair_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.waterlevel_pair_select | |
542 help.state.winfo.reference.curve.input.start=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.start | |
543 help.state.winfo.reference.curve.input.end=${help.url}/OnlineHilfe/WINFO#help.state.winfo.reference.curve.input.end | |
544 help.state.winfo.uesk.wsp=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.wsp | |
545 help.state.winfo.uesk.dgm=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.dgm | |
546 help.state.winfo.uesk.profiles=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.profiles | |
547 help.state.winfo.uesk.floodplain=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.floodplain | |
548 help.state.winfo.uesk.differences=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.differences | |
549 help.state.winfo.uesk.scenario=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario | |
550 help.state.winfo.uesk.dc-hws=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario | |
551 help.state.winfo.uesk.user-rgd=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario | |
552 help.state.winfo.uesk.barriers=${help.url}/OnlineHilfe/WINFO#help.state.winfo.uesk.scenario | |
553 help.state.winfo.historicalq.reference_gauge=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.reference_gauge | |
554 help.state.winfo.historicalq.timerange=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.timerange | |
555 help.state.winfo.historicalq.mode=${help.url}/OnlineHilfe/WINFO#help.state.winfo.historicalq.mode | |
556 help.state.winfo.function_select=${help.url}/OnlineHilfe/WINFO#help.state.winfo.function_select | |
557 help.state.winfo.extreme.percent=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.percent | |
558 help.state.winfo.extreme.qinput=${help.url}/OnlineHilfe/WINFO#help.state.winfo.extreme.qinput | |
559 | |
560 help.state.minfo.river=${help.url}/OnlineHilfe/MINFO#help.state.minfo.river | |
561 help.state.minfo.calculation_mode=${help.url}/OnlineHilfe/MINFO#help.state.minfo.calculation_mode | |
562 help.state.minfo.distance_only=${help.url}/OnlineHilfe/MINFO#help.state.minfo.distance_only | |
563 help.state.minfo.bed.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.year_epoch | |
564 help.state.minfo.sq.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.location | |
565 help.state.minfo.bed.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.location | |
566 help.state.minfo.dischargestate=${help.url}/OnlineHilfe/MINFO#help.state.minfo.dischargestate | |
567 help.state.minfo.soundings=${help.url}/OnlineHilfe/MINFO#help.state.minfo.soundings | |
568 help.state.minfo.bed.difference_select=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.difference_select | |
569 help.state.minfo.sq.outliers=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.outliers | |
570 help.state.minfo.sediment.load.year_epoch=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.year_epoch | |
571 help.state.minfo.sediment.load.location=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.location | |
572 help.state.minfo.bed.periods=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.periods | |
573 help.state.minfo.bed.char_diameter=${help.url}/OnlineHilfe/MINFO#help.state.minfo.bed.char_diameter | |
574 help.state.minfo.sediment.load.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.period | |
575 help.state.minfo.sediment.load.epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.epochs | |
576 help.state.minfo.sediment.load.off_epochs=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.off_epochs | |
577 help.state.minfo.sediment.load.unit=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sediment.load.unit | |
578 help.state.minfo.sq.period=${help.url}/OnlineHilfe/MINFO#help.state.minfo.sq.period | |
579 | |
580 | |
581 fix.reference.period=Bezugszeitraum | |
582 fix.reference.period.event=Bezugsereignis | |
583 fix.reference.period.event.short=B | |
584 fix.analysis.short=A | |
585 fix.analysis.periods=Analysezeitr\u00e4ume | |
586 fix.derivative=Ableitung | |
587 fix.outlier=Ausrei\u00dfer | |
588 fix.analysis=Analyseereignis | |
589 fix.deviation=Standardabweichung | |
590 fix.reference.deviation=Standardabweichung Bezugszeitraum | |
591 fix.vollmer.wq.curve=Angepasste Funktion | |
592 fix.vollmer.wq.outliers=Ausrei\u00dfer | |
593 fix.vollmer.wq.events=Ereignisse | |
594 qsectors=Abfluss-Sektoren | |
595 fix.mnq=um MNQ | |
596 fix.mq=um MQ | |
597 fix.mhq=um MHQ | |
598 fix.hq5=um HQ5 | |
599 | |
600 chart.fix.deltawt.title=Abweichungen von der Ausgleichskurve an Kilometer {0} | |
601 chart.fix.deltawt.subtitle=Gew\u00e4sser: {0}; Darstellungszeitraum: {1,date,short} bis {2,date,short}; Bezugszeitraum: {3,date,short} bis {4,date,short} | |
602 chart.fix.deltawt.xaxis.label=Datum | |
603 chart.fix.deltawt.yaxis.label=\u0394 W(t) [cm] | |
604 | |
605 chart.fixings.wq.subtitle=Gew\u00e4sser: {0}; Darstellungszeitraum: {1,date,short} bis {2,date,short}; Bezugszeitraum: {3,date,short} bis {4,date,short} | |
606 chart.fixings.wq.subtitle1={0,date,short} bis {1,date,short} | |
607 | |
608 chart.fixings.longitudinalsection.title=L\u00e4ngsschnitt | |
609 | |
610 export.fixings.deltawt.csv.header.km=km | |
611 export.fixings.deltawt.csv.header.deltaw=\u0394 W [cm] | |
612 export.fixings.deltawt.csv.header.q=Abfluss [m\u00b3/s] | |
613 export.fixings.deltawt.csv.header.w=Wasserstand [m] | |
614 export.fixings.deltawt.csv.header.t=Datum | |
615 export.fixings.deltawt.csv.t.format=dd.MM.yyyy | |
616 export.fixings.deltawt.csv.header.time.range=Status | |
617 export.fixings.deltawt.csv.reference=B | |
618 export.fixings.deltawt.csv.analysis=A{0,number,integer} | |
619 | |
620 chart.fix.wq.subtitle=Gew\u00e4sser: {0}; Zeitraum: {1,date,short} bis {2,date,short} | |
621 | |
622 fix.missing.river=Kein Gew\u00e4sser gew\u00e4hlt | |
623 fix.missing.from=Kein Startkilometer gew\u00e4hlt | |
624 fix.missing.to=Kein Endkilometer gew\u00e4hlt | |
625 fix.missing.step=Keine Schrittweite angegeben | |
626 fix.missing.function=Unbekannter Funktions-Typ | |
627 fix.missing.events=Liste der Ereignisse fehlt | |
628 fix.missing.reference.period=Kein Bezugszeitraum angegeben | |
629 fix.missing.analysis.periods=Keine Analysezeitr\u00e4ume angegeben | |
630 fix.missing.qstart.sector=Fehlender unterer Abflusssektor | |
631 fix.missing.qend.sector=Fehlender oberer Abflusssektor | |
632 fix.missing.prepocessing=Kein Information \u00fcber Aussrei\u00dfertests vorhanden | |
633 fix.no.overview.available=Keine Daten\u00fcbersicht vorhanden | |
634 fix.invalid.function.name=Unbekannter Funktionsname | |
635 fix.too.less.data.colums=Zuwenig Daten f\u00fcr eine Kurvenanpassung | |
636 fix.fitting.failed=Kurvenanpassung fehlgeschlagen | |
637 fix.invalid.values=Ung\u00fcltige Werte | |
638 fix.cannot.load.data=Daten konnten nicht aus der Datenbank geladen werden | |
639 | |
640 fix.realize.missing.is.q=Kein Q-Wert verf\u00fcgbar | |
641 fix.realize.missing.segments=Werte für Pegelstrecken nicht angegeben | |
642 fix.no.such.river=Gew\u00e4sser nicht gefunden | |
643 fix.cannot.find.segment=Au\u00dferhalb der Pegelg\u00fcltigkeit | |
644 fix.cannot.calculate.function=Funktionsauswerung fehlgeschlagen | |
645 | |
646 fix.km.chart.q.sector.border0=(MNQ + MQ)/2 | |
647 fix.km.chart.q.sector.border1=(MQ + MHQ)/2 | |
648 fix.km.chart.q.sector.border2=HQ5 | |
649 fix.km.chart.label.date=dd.MM.yyyy | |
650 fix.km.chart.title=Fixierungen {0} km {1,number,#.###} | |
651 fix.km.chart.q.axis=Q [m\u00b3/s] | |
652 fix.km.chart.w.axis=W [NN + m] | |
653 fix.km.chart.measured=gemessen | |
654 fix.km.chart.interpolated=interpoliert | |
655 | |
656 fix.export.at.header = Abflusskurve aus der Fixierungsanalyse f\u00fcr {0} {0}-km: {1} | |
657 fix.export.at.gauge.header = Abflusstafel aus der Fixierungsanalyse f\u00fcr {0}, Pegel: {1} PNP[{3}] = {2} | |
658 sq.km.chart.label = Feststoffdaten | |
659 sq.km.chart.title = Feststoffdatenbestand SedDB | |
660 sq.km.chart.km.axis = km | |
661 sq.km.chart.date.axis = Datum | |
662 static.sq.river = Gewaesser | |
663 static.sq.station = Messstelle | |
664 | |
665 module.winfo = W-INFO | |
666 module.minfo = M-INFO | |
667 module.fixanalysis = Fixierungsanalyse | |
668 module.new_map = Neue Karte | |
669 module.new_chart = Neues Diagramm | |
670 | |
671 load_diameter = Geschiebedurchmesser | |
672 bed_diameter = Sohldurchmesser | |
673 | |
674 area.label.template = Fl\u00e4che = %s m\u00b2 | |
675 | |
676 gauge.discharge.service.chart.title = Abflusskurven am Pegel {0} | |
677 gauge.discharge.service.chart.x.title = Q [m\u00b3/s] | |
678 gauge.discharge.service.chart.y.title = W [cm] | |
679 gauge.discharge.service.chart.series.title = Abflusskurve {0,date,short} - {1,date,short} | |
680 gauge.discharge.service.chart.series.title.master = Aktuelle Abflusskurve ab {0,date,short} | |
681 | |
682 bed.km.chart.label = Sohldaten | |
683 bed.km.chart.title = Sohldatenbestand SedDB | |
684 bedload.km.chart.label = Geschiebedaten | |
685 bedload.km.chart.title = Geschiebedatenbestand SedDB | |
686 | |
687 help.state.fix.river=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.river | |
688 help.state.fix.calculation.mode=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.calculation.mode | |
689 help.state.fix.location=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.location | |
690 help.state.fix.period=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.period | |
691 help.state.fix.gaugerange=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.gaugerange | |
692 help.state.fix.eventselect=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.eventselect | |
693 help.state.fix.analysis.referenceperiod=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.referenceperiod | |
694 help.state.fix.analysis.analysisperiods=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.analysisperiods | |
695 help.state.fix.analysis.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.function | |
696 help.state.fix.analysis.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.preprocessing | |
697 help.state.fix.analysis.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.analysis.compute | |
698 help.state.fix.vollmer.function=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.function | |
699 help.state.fix.vollmer.preprocessing=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.preprocessing | |
700 help.state.fix.vollmer.qs=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.qs | |
701 help.state.fix.vollmer.compute=${help.url}/OnlineHilfe/Fixierungsanalyse#help.state.fix.vollmer.compute |