--- a/artifacts/src/main/resources/messages_de.properties	Thu Mar 01 09:04:39 2018 +0100
+++ b/artifacts/src/main/resources/messages_de.properties	Thu Mar 01 13:42:39 2018 +0100
@@ -55,8 +55,8 @@
 state.minfo.bed.difference_select=Differenzen
 state.minfo.year=Jahr
 state.minfo.epoch=Epoche
+state.minfo.bed.location = Ort(e)/Strecke
 state.minfo.bed.distance = Wahl der Berechnungsstrecke
-state.minfo.bed.location = Ort(e)/Strecke
 state.minfo.bed.periods = Zeitraum/Zeitr\u00e4ume
 state.minfo.bed.char_diameter = Charakteristischer Durchmesser
 state.minfo.bed.error.no_data = F\u00fcr die gew\u00e4hlte Strecke liegen keine Daten vor.
@@ -69,16 +69,15 @@
 state.minfo.sediment.load.off_epochs = Amtl. Epochen
 state.minfo.sediment.load.sq_interval = Transport-Abfluss Beziehung
 state.minfo.off_epoch = Amtl. Epochen
-state.minfo.sediment.load.unit = Einheit
 state.minfo.sediment.load.t_per_a = (t/a)
 state.minfo.sediment.load.m3_per_a = (m\u00b3/a)
+state.minfo.sediment.load.unit = Einheit
 state.minfo.t_per_a = t/a
 state.minfo.m3_per_a = m\u00b3/a
 
-
 year=Jahr
 epoch=Epoche
-off_epoch = Amtl. Epochen
+off_epoch = Amtl. Epoche
 soundings = Peilungen / Epochen
 t_per_a = t/a
 m3_per_a = m\u00b3/a
@@ -95,7 +94,7 @@
 calc.historical.discharge.curve = Hist. Abflusskurven
 calc.reference.curve = Bezugslinie
 calc.extreme.curve = Auslagerung extremer Wasserspiegellagen
-calc.fixation.default = Fixierungsanalyse
+calc.fixation.default = Fixierung
 calc.fixation.vollmer = Ausgelagerte Wasserspiegellage
 calc.bed.middle = Mittlere Sohlh\u00f6he
 calc.bed.diff = Sohlh\u00f6hendifferenz
@@ -200,19 +199,18 @@
 chart.reference.curve.title = Bezugslinie
 chart.reference.curve.subtitle = {0}
 
+chart.reference.curve.x.axis.in.cm = Bezugspegel [cm]
+chart.reference.curve.x.axis.in.m = Bezugsort [NN + m]
+chart.reference.curve.y.axis.in.cm = Zielpegel [cm]
+chart.reference.curve.y.axis.in.m = Zielort(e) [NN + m]
+
 chart.fixings.derivedcurve.title = Ableitungskurve
-chart.fixings.deltawt.title = Abweichungen von der Ausgleichskurve an Kilometer {0}
 chart.fixings.analysis.title = L\u00e4ngsschnitt an Kilometer {0}
 chart.fixings.wq.title = Fixierungsanalyse an Kilometer {0}
 chart.fixings.wq.yaxis.label = W [{0}]
 
 chart.extreme.wq.yaxis.label = W [{0}]
 
-chart.reference.curve.x.axis.in.cm = Bezugspegel [cm]
-chart.reference.curve.x.axis.in.m = Bezugsort [NN + m]
-chart.reference.curve.y.axis.in.cm = Zielpegel [cm]
-chart.reference.curve.y.axis.in.m = Zielort(e) [NN + m]
-
 chart.normalized.reference.curve.title = Reduzierte Bezugslinie
 
 chart.w_differences.title = Differenzen
@@ -259,13 +257,12 @@
 facet.sq_relation.outlier.measurement = Geschiebedaten Durchgang {0}
 
 sedimentdensity = Sedimentdichte
-
-coarse = Grober Kies
 sand = Sand
 fine_middle = Feine/Mittl. Kies
 susp_sand = Susp. Sand
 susp_sand_bed = Bettb. Anteil Susp. Sand
 suspended_sediment = Schwebstoff
+coarse = Grober Kies
 total = Gesamtfracht
 
 chart.sedimentload.ls.title = Sedimentfracht
@@ -310,11 +307,11 @@
 facet.flow_velocity.model.q = Q {0}
 facet.flow_velocity.mainchannel = v Hauptgerinne bei {0}
 facet.flow_velocity.totalchannel = v Gesamtgerinne bei {0}
-facet.flow_velocity.discharge = Abfluss bei {0}
 facet.flow_velocity.tauchannel = Sohlschubspannung Hauptgerinne bei {0}
 facet.flow_velocity.mainchannel.raw = v Hauptgerinne bei {0} (Rohdaten)
 facet.flow_velocity.totalchannel.raw = v Gesamtgerinne bei {0} (Rohdaten)
 facet.flow_velocity.tauchannel.raw = Sohlschubspannung Hauptgerinne bei {0} (Rohdaten)
+facet.flow_velocity.discharge = Abfluss bei {0}
 facet.flow_velocity.velocity = V ({0})
 facet.flow_velocity.waterlevel = W ({0})
 facet.bedheight_middle.single = Sohlh\u00f6he {0,number,####}
@@ -340,19 +337,19 @@
 bedquality.missing.porosity.toplayer = Interpolation der Porosit\u00e4t (0,0 m - 0,3 m) auf der Berechnungsstrecke f\u00fcr {0,date} - {1,date} nicht m\u00f6glich.
 bedquality.missing.porosity.sublayer = Interpolation der Porosit\u00e4t (0,1 m - 0,5 m) auf der Berechnungsstrecke f\u00fcr {0,date} - {1,date} nicht m\u00f6glich.
 facet.bedheight.diff.year = Sohlh\u00f6hendifferenz {0}
+facet.bedheight.diff.year.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten)
 facet.bedheight.sounding_width = gepeilte Breite ({0})
-facet.bedheight.diff.morph1 = Morph. aktive Breite Minuend
-facet.bedheight.diff.morph2 = Morph. aktive Breite Subtrahend
 facet.bedheight.diff.sounding = gepeilte Breite
 facet.bedheight.diff.height1 = H\u00f6he Minuend {0}
 facet.bedheight.diff.height2 = H\u00f6he Subtrahend {0}
+facet.bedheight.diff.morph1 = Morph. aktive Breite Minuend
+facet.bedheight.diff.morph2 = Morph. aktive Breite Subtrahend
 facet.bedheight.diff.absolute = Sohlh\u00f6hendifferenz/Jahr {0}
-facet.bedheight.diff.epoch = Sohlh\u00f6hendifferenz {0}
-facet.bedheight.diff.year.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten)
 facet.bedheight.diff.height.raw = {0} (Rohdaten)
 facet.bedheight.diff.height1.raw = H\u00f6he Minuend {0} (Rohdaten)
 facet.bedheight.diff.height2.raw = H\u00f6he Subtrahend {0} (Rohdaten)
 facet.bedheight.diff.absolute.raw = Sohlh\u00f6hendifferenz/Jahr {0} (Rohdaten)
+facet.bedheight.diff.epoch = Sohlh\u00f6hendifferenz {0}
 facet.bedheight.diff.epoch.raw = Sohlh\u00f6hendifferenz {0} (Rohdaten)
 facet.gauge_discharge_curve.river = Gew\u00e4sser
 facet.gauge_discharge_curve.reference_gauge = Pegelnummer
@@ -368,10 +365,10 @@
 chart.beddifference.epoch.title = Sohlh\u00f6hendifferenz
 chart.beddifference.xaxis.label = {0}-km
 chart.beddifference.yaxis.label.diff = Differenz [cm]
-chart.beddifference.yaxis.label.height = Absolute H\u00f6he [m]
+chart.beddifference.yaxis.label.height = Absolute H\u00f6he [{0}]
 chart.beddifference.year.title = Sohlh\u00f6hendifferenz
 chart.beddifference.yaxis.label.morph = Breite [m]
-chart.beddifference.yaxis.label.heights = Absolute H\u00f6he [m]
+chart.beddifference.yaxis.label.heights = Absolute H\u00f6he [{0}]
 chart.subtitle.radius = Fensterbreite f\u00fcr gleitenden Mittelwert
 
 export.csv.header.km = km
@@ -401,8 +398,8 @@
 export.discharge.longitudinal.section.csv.header.w = W [NN + m]
 export.discharge.longitudinal.section.csv.header.cw = W korr. [NN + m]
 export.discharge.longitudinal.section.csv.header.q = Q [m\u00b3/s]
+export.discharge.curve.at.gauge.header = Abflusstafel f\u00fcr {1}/{0} ab {2} PNP[{4}] = {3}
 export.discharge.curve.at.header = Berechnete Abflusstafel f\u00fcr {0}, km {1}
-export.discharge.curve.at.gauge.header = Abflusstafel f\u00fcr {1}/{0} ab {2} PNP[{4}] = {3}
 export.historical.discharge.csv.header.timerange = Zeitraum
 export.historical.discharge.csv.header.waterlevel = Wasserstand [cm]
 export.historical.discharge.csv.header.discharge = Abfluss [m\u00b3/s]
@@ -414,7 +411,6 @@
 export.reference_curve.csv.header.w.m = W (m + NHN)
 export.reference_curve.csv.header.w.q = gleichw. Q (m\u00b3/s)
 
-
 export.waterlevel.pdf.mode = Wasserstand
 export.computed.discharge.pdf.mode = Abflusskurve
 export.computed.discharge.pdf.calc.mode = Berechnete Abflusskurve
@@ -513,7 +509,6 @@
 export.minfo.beddifference.gap1 = Datenl\u00fccke Minuend [%]
 export.minfo.beddifference.gap2 = Datenl\u00fccke Subtrahend [%]
 
-
 floodmap.wmsbackground = Hintergrundkarte
 floodmap.riveraxis = Flussachse
 floodmap.uesk = \u00dcSG: {0}-km {1,number,####} - {2,number,####} - {3}
@@ -675,6 +670,8 @@
 
 chart.fixings.longitudinalsection.title=L\u00e4ngsschnitt
 
+chart.fixings.deltawt.title = Abweichungen von der Ausgleichskurve an Kilometer {0}
+
 export.fixings.deltawt.csv.header.km=km
 export.fixings.deltawt.csv.header.deltaw=\u0394 W [cm]
 export.fixings.deltawt.csv.header.q=Abfluss [m\u00b3/s]
@@ -685,7 +682,6 @@
 export.fixings.deltawt.csv.reference=B
 export.fixings.deltawt.csv.analysis=A{0,number,integer}
 
-
 fix.missing.river=Kein Gew\u00e4sser gew\u00e4hlt
 fix.missing.from=Kein Startkilometer gew\u00e4hlt
 fix.missing.to=Kein Endkilometer gew\u00e4hlt
@@ -720,7 +716,7 @@
 fix.km.chart.measured=gemessen
 fix.km.chart.interpolated=interpoliert
 
-fix.export.at.header = Abflusskurve aus der Fixierungsanalyse f\u00fcr {0} {0}-km: {1}
+fix.export.at.header = Abflusstafel aus der Fixierungsanalyse f\u00fcr {0} {0}-km: {1}
 fix.export.at.gauge.header = Abflusstafel aus der Fixierungsanalyse f\u00fcr {0}, Pegel: {1} PNP[{3}] = {2}
 sq.km.chart.label = Feststoffdaten
 sq.km.chart.title = Feststoffdatenbestand SedDB
@@ -840,7 +836,6 @@
 sinfo.export.flow_depth.csv.meta.range.label = Bereich (km)
 sinfo.export.flow_depth.csv.meta.height_unit.river = # H\u00f6henbezugssystem des Flusses: {0} 
 
-#export.export.flow_depth.csv.meta.range = # Location/Range (km): {0} - {1}
 export.waterlevel.csv.meta.range = # Ort/Bereich (km): {0} - {1}
 #export.export.flow_depth.csv.meta.gauge = # Gauge: {0}
 #export.export.flow_depth.csv.meta.q = # Q (m\u00b3/s): {0}