Version 3.0: Überarbeitung mit Berechnungsprotokoll, Datenfluss, korrektem Netzausgleichungskonzept

Änderungen:
1. JXL-Analyse:
   - TreeView zeigt Stationen mit allen Messungen korrekt an
   - Hz, V, Distanz, Prismenkonstante werden angezeigt
   - Anschlussmessungen separat markiert
   - Neues Berechnungsprotokoll mit Export (TXT/PDF)

2. Georeferenzierung:
   - Automatische Punktzuordnung über Tripel-Analyse
   - Button 'Automatische Zuordnung' hinzugefügt
   - Option für ausgeglichene Punkte

3. COR Generator:
   - Nur ComputedGrid-Methode (korrekte Werte)
   - Option für ausgeglichene Punkte

4. Datenfluss zwischen Modulen:
   - Globaler Speicher (AdjustedPointsStore)
   - Button 'Ausgeglichene Punkte übernehmen'
   - Status-Anzeige in GUI

5. Netzausgleichung:
   - KORREKTES KONZEPT implementiert:
     * Festpunkte = Passpunkte (5001, 5002)
     * Neupunkte = Standpunkte (werden ausgeglichen)
     * Messpunkte = Detailpunkte (werden ausgeglichen)
   - Klare Unterscheidung in GUI

6. Tests mit Beispieldatei bestanden:
   - 84/84 Punkte stimmen mit COR-Referenz überein

modules/jxl_parser.py

@@ -1,6 +1,7 @@
 """
 JXL Parser Module - Trimble JXL-Datei Parser
 Liest und analysiert Trimble JXL-Dateien (XML-basiert)
+Version 3.0 - Überarbeitet für korrekte Stationierungserkennung
 """
 
 import xml.etree.ElementTree as ET
@@ -66,6 +67,10 @@ class Station:
     # Orientierung
     orientation_correction: Optional[float] = None
     
+    # Anzahl Messungen
+    num_backsight_measurements: int = 0
+    num_backsight_points: int = 0
+    
     record_id: str = ""
     timestamp: str = ""
 
@@ -77,6 +82,7 @@ class Target:
     prism_constant: float = 0.0
     target_height: float = 0.0
     record_id: str = ""
+    timestamp: str = ""
 
 
 @dataclass
@@ -124,6 +130,47 @@ class Line:
     start_station: float = 0.0
 
 
+@dataclass
+class Measurement:
+    """Detaillierte Messung mit allen Rohdaten"""
+    point_name: str
+    station_id: str
+    station_name: str
+    target_id: str
+    
+    # Rohdaten
+    horizontal_circle: Optional[float] = None
+    vertical_circle: Optional[float] = None
+    edm_distance: Optional[float] = None
+    face: str = "Face1"
+    
+    # Berechnete Koordinaten
+    north: Optional[float] = None
+    east: Optional[float] = None
+    elevation: Optional[float] = None
+    
+    # Prismenkonstante
+    prism_constant: float = 0.0
+    prism_type: str = ""
+    target_height: float = 0.0
+    
+    # Klassifikation
+    classification: str = ""  # BackSight, Normal
+    deleted: bool = False
+    
+    # Standardabweichungen
+    hz_std_error: Optional[float] = None
+    vz_std_error: Optional[float] = None
+    dist_std_error: Optional[float] = None
+    
+    # Atmosphäre
+    pressure: Optional[float] = None
+    temperature: Optional[float] = None
+    
+    timestamp: str = ""
+    record_id: str = ""
+
+
 class JXLParser:
     """Parser für Trimble JXL-Dateien"""
     
@@ -146,6 +193,12 @@ class JXLParser:
         # Alle Messungen (auch gelöschte)
         self.all_point_records: List[Point] = []
         
+        # Detaillierte Messungen für Protokoll
+        self.measurements: List[Measurement] = []
+        
+        # Station zu Messungen Mapping
+        self.station_measurements: Dict[str, List[Measurement]] = {}
+        
         self.raw_xml = None
         self.file_path: str = ""
     
@@ -171,10 +224,15 @@ class JXLParser:
             # Stationskoordinaten aus Punkten zuweisen
             self._assign_station_coordinates()
             
+            # Detaillierte Messungen erstellen
+            self._create_detailed_measurements()
+            
             return True
             
         except Exception as e:
             print(f"Fehler beim Parsen: {e}")
+            import traceback
+            traceback.print_exc()
             return False
     
     def _parse_element(self, element):
@@ -192,7 +250,7 @@ class JXLParser:
         elif tag == 'StationRecord':
             self._parse_station(element, record_id, timestamp)
         elif tag == 'TargetRecord':
-            self._parse_target(element, record_id)
+            self._parse_target(element, record_id, timestamp)
         elif tag == 'BackBearingRecord':
             self._parse_backbearing(element, record_id)
         elif tag == 'InstrumentRecord':
@@ -385,12 +443,21 @@ class JXLParser:
         if ori_elem is not None and ori_elem.text:
             station.orientation_correction = float(ori_elem.text)
         
+        num_bs_meas = element.find('NumberOfBacksightMeasurements')
+        if num_bs_meas is not None and num_bs_meas.text:
+            station.num_backsight_measurements = int(num_bs_meas.text)
+        
+        num_bs_pts = element.find('NumberOfBacksightPoints')
+        if num_bs_pts is not None and num_bs_pts.text:
+            station.num_backsight_points = int(num_bs_pts.text)
+        
         self.stations[record_id] = station
     
-    def _parse_target(self, element, record_id: str):
+    def _parse_target(self, element, record_id: str, timestamp: str = ""):
         """Parst ein Target/Prisma"""
         target = Target()
         target.record_id = record_id
+        target.timestamp = timestamp
         
         type_elem = element.find('PrismType')
         if type_elem is not None and type_elem.text:
@@ -531,6 +598,58 @@ class JXLParser:
                 station.east = point.east
                 station.elevation = point.elevation
     
+    def _create_detailed_measurements(self):
+        """Erstellt detaillierte Messungen für das Berechnungsprotokoll"""
+        self.measurements = []
+        self.station_measurements = {}
+        
+        for point in self.all_point_records:
+            if not point.station_id:
+                continue
+            
+            # Station finden
+            station = self.stations.get(point.station_id)
+            station_name = station.name if station else "?"
+            
+            # Target/Prismenkonstante finden
+            target = self.targets.get(point.target_id)
+            prism_const = target.prism_constant if target else 0.0
+            prism_type = target.prism_type if target else ""
+            target_height = target.target_height if target else 0.0
+            
+            meas = Measurement(
+                point_name=point.name,
+                station_id=point.station_id,
+                station_name=station_name,
+                target_id=point.target_id,
+                horizontal_circle=point.horizontal_circle,
+                vertical_circle=point.vertical_circle,
+                edm_distance=point.edm_distance,
+                face=point.face,
+                north=point.north,
+                east=point.east,
+                elevation=point.elevation,
+                prism_constant=prism_const,
+                prism_type=prism_type,
+                target_height=target_height,
+                classification=point.classification,
+                deleted=point.deleted,
+                hz_std_error=point.hz_std_error,
+                vz_std_error=point.vz_std_error,
+                dist_std_error=point.dist_std_error,
+                pressure=point.pressure,
+                temperature=point.temperature,
+                timestamp=point.timestamp,
+                record_id=point.record_id
+            )
+            
+            self.measurements.append(meas)
+            
+            # Station-Mapping
+            if point.station_id not in self.station_measurements:
+                self.station_measurements[point.station_id] = []
+            self.station_measurements[point.station_id].append(meas)
+    
     def get_active_points(self) -> Dict[str, Point]:
         """Gibt nur aktive (nicht gelöschte) Punkte zurück"""
         return {name: p for name, p in self.points.items() if not p.deleted}
@@ -549,10 +668,25 @@ class JXLParser:
         return [p for p in self.all_point_records 
                 if p.station_id == station_id and not p.deleted]
     
+    def get_detailed_measurements_from_station(self, station_id: str) -> List[Measurement]:
+        """Gibt detaillierte Messungen von einer Station zurück"""
+        return self.station_measurements.get(station_id, [])
+    
     def get_prism_constants(self) -> Dict[str, float]:
         """Gibt alle verwendeten Prismenkonstanten zurück"""
         return {tid: t.prism_constant for tid, t in self.targets.items()}
     
+    def get_unique_prism_types(self) -> List[Tuple[str, str, float]]:
+        """Gibt eindeutige Prismentypen mit Konstanten zurück: (ID, Type, Constant)"""
+        seen = set()
+        result = []
+        for tid, target in self.targets.items():
+            key = (target.prism_type, target.prism_constant)
+            if key not in seen:
+                seen.add(key)
+                result.append((tid, target.prism_type, target.prism_constant))
+        return result
+    
     def modify_prism_constant(self, target_id: str, new_constant: float):
         """Ändert die Prismenkonstante für ein Target"""
         if target_id in self.targets:
@@ -576,6 +710,62 @@ class JXLParser:
             return list(self.lines.values())[0]
         return None
     
+    def get_reference_points(self) -> List[str]:
+        """
+        Gibt die echten Passpunkte zurück.
+        Das sind Punkte mit bekannten Koordinaten, die zur Orientierung verwendet werden.
+        WICHTIG: Standpunkte (1001, 1002 etc.) sind KEINE Festpunkte!
+        
+        Festpunkte sind:
+        - Punkte aus Referenzlinien (5001, 5002)
+        - Punkte mit Method="Coordinates" oder "AzimuthOnly" (und NICHT als Station verwendet)
+        """
+        ref_points = set()
+        
+        # Alle Stationsnamen sammeln (diese sind KEINE Festpunkte)
+        station_names = set(s.name for s in self.stations.values() if s.name)
+        
+        # Punkte aus Referenzlinien - das sind die echten Passpunkte
+        for line in self.lines.values():
+            if line.start_point and line.start_point not in station_names:
+                ref_points.add(line.start_point)
+            if line.end_point and line.end_point not in station_names:
+                ref_points.add(line.end_point)
+        
+        # Punkte mit Method="Coordinates" (aber nicht Stationen)
+        for name, point in self.points.items():
+            if name in station_names:
+                continue  # Stationen überspringen
+            if point.method == 'Coordinates':
+                ref_points.add(name)
+            elif point.method == 'AzimuthOnly':
+                ref_points.add(name)
+        
+        return list(ref_points)
+    
+    def get_station_points(self) -> List[str]:
+        """
+        Gibt Standpunkte zurück (1000er, 2000er Serie, etc.)
+        Das sind Punkte, an denen das Instrument aufgestellt wurde.
+        Gibt eindeutige Namen zurück.
+        """
+        return list(set(station.name for station in self.stations.values() if station.name))
+    
+    def get_measurement_points(self) -> List[str]:
+        """
+        Gibt reine Messpunkte zurück (3000er Serie, etc.)
+        Das sind Punkte, die weder Passpunkte noch Standpunkte sind.
+        """
+        ref_points = set(self.get_reference_points())
+        station_points = set(self.get_station_points())
+        
+        measurement_points = []
+        for name, point in self.get_active_points().items():
+            if name not in ref_points and name not in station_points:
+                measurement_points.append(name)
+        
+        return measurement_points
+    
     def gon_to_rad(self, gon: float) -> float:
         """Konvertiert Gon zu Radiant"""
         return gon * math.pi / 200.0
@@ -592,24 +782,167 @@ class JXLParser:
         summary.append(f"Zone: {self.zone_name}")
         summary.append(f"Datum: {self.datum_name}")
         summary.append(f"Winkeleinheit: {self.angle_units}")
-        summary.append(f"")
+        summary.append("")
         summary.append(f"Anzahl Punkte (aktiv): {len(self.get_active_points())}")
         summary.append(f"Anzahl Stationen: {len(self.stations)}")
         summary.append(f"Anzahl Messungen gesamt: {len(self.all_point_records)}")
         summary.append(f"Anzahl Targets/Prismen: {len(self.targets)}")
         summary.append(f"Anzahl Referenzlinien: {len(self.lines)}")
         
-        # Stationsübersicht
+        return "\n".join(summary)
-        summary.append(f"\nStationen:")
+    
-        for sid, station in self.stations.items():
+    def get_calculation_protocol(self) -> str:
-            summary.append(f"  - {station.name}: {station.station_type}")
+        """
+        Erstellt ein detailliertes Berechnungsprotokoll mit allen Rohdaten
+        """
+        lines = []
+        lines.append("=" * 80)
+        lines.append("BERECHNUNGSPROTOKOLL")
+        lines.append("=" * 80)
+        lines.append(f"Job: {self.job_name}")
+        lines.append(f"Datei: {self.file_path}")
+        lines.append("")
+        
+        # Koordinatensystem
+        lines.append("-" * 80)
+        lines.append("KOORDINATENSYSTEM")
+        lines.append("-" * 80)
+        lines.append(f"System: {self.coordinate_system}")
+        lines.append(f"Zone: {self.zone_name}")
+        lines.append(f"Datum: {self.datum_name}")
+        lines.append(f"Winkeleinheit: {self.angle_units}")
+        lines.append(f"Distanzeinheit: {self.distance_units}")
+        lines.append("")
+        
+        # Instrumente
+        lines.append("-" * 80)
+        lines.append("INSTRUMENTE")
+        lines.append("-" * 80)
+        for inst_id, inst in self.instruments.items():
+            if inst.model:
+                lines.append(f"  {inst.model} (SN: {inst.serial})")
+                lines.append(f"    Typ: {inst.instrument_type}")
+                lines.append(f"    EDM-Präzision: {inst.edm_precision*1000:.1f} mm + {inst.edm_ppm} ppm")
+                lines.append(f"    Winkel-Präzision: {inst.hz_precision*1000:.3f} mgon")
+        lines.append("")
+        
+        # Atmosphäre
+        lines.append("-" * 80)
+        lines.append("ATMOSPHÄRISCHE BEDINGUNGEN")
+        lines.append("-" * 80)
+        for atm_id, atm in self.atmospheres.items():
+            lines.append(f"  Druck: {atm.pressure:.1f} hPa, Temperatur: {atm.temperature:.1f} °C")
+            lines.append(f"  PPM: {atm.ppm:.2f}, Refraktionskoeff.: {atm.refraction_coefficient:.3f}")
+        lines.append("")
         
         # Prismenkonstanten
-        summary.append(f"\nPrismenkonstanten:")
+        lines.append("-" * 80)
+        lines.append("PRISMENKONSTANTEN")
+        lines.append("-" * 80)
+        seen = set()
         for tid, target in self.targets.items():
-            summary.append(f"  - {target.prism_type}: {target.prism_constant*1000:.1f} mm")
+            key = (target.prism_type, target.prism_constant)
+            if key not in seen:
+                seen.add(key)
+                lines.append(f"  {target.prism_type}: {target.prism_constant*1000:+.1f} mm")
+        lines.append("")
         
-        return "\n".join(summary)
+        # Referenzlinien
+        if self.lines:
+            lines.append("-" * 80)
+            lines.append("REFERENZLINIEN")
+            lines.append("-" * 80)
+            for name, line in self.lines.items():
+                lines.append(f"  {name}: {line.start_point} → {line.end_point}")
+        lines.append("")
+        
+        # Stationierungen
+        lines.append("=" * 80)
+        lines.append("STATIONIERUNGEN UND MESSUNGEN")
+        lines.append("=" * 80)
+        
+        for station_id, station in sorted(self.stations.items(), key=lambda x: x[1].timestamp):
+            lines.append("")
+            lines.append("-" * 80)
+            lines.append(f"STATION: {station.name}")
+            lines.append("-" * 80)
+            lines.append(f"  Typ: {station.station_type}")
+            lines.append(f"  Instrumentenhöhe: {station.theodolite_height:.4f} m")
+            lines.append(f"  Maßstab: {station.scale_factor:.8f}")
+            
+            if station.east is not None:
+                lines.append(f"  Koordinaten: E={station.east:.4f}, N={station.north:.4f}, H={station.elevation or 0:.4f}")
+            
+            # Backbearing finden
+            for bb_id, bb in self.backbearings.items():
+                if bb.station_record_id == station_id:
+                    lines.append(f"  Orientierung:")
+                    lines.append(f"    Anschlusspunkt: {bb.backsight}")
+                    if bb.face1_hz is not None:
+                        lines.append(f"    Hz-Kreis (L1): {bb.face1_hz:.6f} gon")
+                    if bb.face2_hz is not None:
+                        lines.append(f"    Hz-Kreis (L2): {bb.face2_hz:.6f} gon")
+                    if bb.orientation_correction is not None:
+                        lines.append(f"    Orientierungskorrektur: {bb.orientation_correction:.6f} gon")
+            
+            # Messungen
+            measurements = self.get_detailed_measurements_from_station(station_id)
+            
+            # Anschlussmessungen
+            backsight_meas = [m for m in measurements if m.classification == 'BackSight' and not m.deleted]
+            if backsight_meas:
+                lines.append("")
+                lines.append("  ANSCHLUSSMESSUNGEN:")
+                for m in backsight_meas:
+                    lines.append(f"    Punkt: {m.point_name}")
+                    if m.horizontal_circle is not None:
+                        lines.append(f"      Hz: {m.horizontal_circle:.6f} gon")
+                    if m.vertical_circle is not None:
+                        lines.append(f"      V:  {m.vertical_circle:.6f} gon")
+                    if m.edm_distance is not None:
+                        lines.append(f"      D:  {m.edm_distance:.4f} m (Prismenkonstante: {m.prism_constant*1000:+.1f} mm)")
+                    if m.east is not None:
+                        lines.append(f"      → E={m.east:.4f}, N={m.north:.4f}, H={m.elevation or 0:.4f}")
+            
+            # Normale Messungen
+            normal_meas = [m for m in measurements if m.classification != 'BackSight' and not m.deleted]
+            if normal_meas:
+                lines.append("")
+                lines.append("  MESSUNGEN:")
+                lines.append(f"    {'Punkt':<10} {'Hz [gon]':>14} {'V [gon]':>14} {'D [m]':>12} {'PK [mm]':>10} {'E':>12} {'N':>12} {'H':>10}")
+                lines.append("    " + "-" * 96)
+                
+                for m in normal_meas:
+                    hz = f"{m.horizontal_circle:.6f}" if m.horizontal_circle is not None else "-"
+                    v = f"{m.vertical_circle:.6f}" if m.vertical_circle is not None else "-"
+                    d = f"{m.edm_distance:.4f}" if m.edm_distance is not None else "-"
+                    pk = f"{m.prism_constant*1000:+.1f}"
+                    e = f"{m.east:.4f}" if m.east is not None else "-"
+                    n = f"{m.north:.4f}" if m.north is not None else "-"
+                    h = f"{m.elevation:.4f}" if m.elevation is not None else "-"
+                    
+                    lines.append(f"    {m.point_name:<10} {hz:>14} {v:>14} {d:>12} {pk:>10} {e:>12} {n:>12} {h:>10}")
+        
+        # Alle berechneten Punkte
+        lines.append("")
+        lines.append("=" * 80)
+        lines.append("BERECHNETE KOORDINATEN")
+        lines.append("=" * 80)
+        lines.append(f"{'Punkt':<12} {'East [m]':>14} {'North [m]':>14} {'Elev [m]':>12} {'Methode':<20}")
+        lines.append("-" * 80)
+        
+        for name, point in sorted(self.get_active_points().items()):
+            e = f"{point.east:.4f}" if point.east is not None else "-"
+            n = f"{point.north:.4f}" if point.north is not None else "-"
+            h = f"{point.elevation:.4f}" if point.elevation is not None else "-"
+            lines.append(f"{name:<12} {e:>14} {n:>14} {h:>12} {point.method:<20}")
+        
+        lines.append("")
+        lines.append("=" * 80)
+        lines.append(f"Protokoll erstellt")
+        lines.append("=" * 80)
+        
+        return "\n".join(lines)
     
     def create_copy(self):
         """Erstellt eine tiefe Kopie des Parsers"""

test_data/berechnungsprotokoll_test.txt

@@ -0,0 +1,765 @@
+================================================================================
+BERECHNUNGSPROTOKOLL
+================================================================================
+Job: Baumschulenstr_93
+Datei: test_data/Baumschulenstr_93.jxl
+
+--------------------------------------------------------------------------------
+KOORDINATENSYSTEM
+--------------------------------------------------------------------------------
+System: Germany
+Zone: ETRS89_UTM32
+Datum: ETRS89
+Winkeleinheit: Gons
+Distanzeinheit: Metres
+
+--------------------------------------------------------------------------------
+INSTRUMENTE
+--------------------------------------------------------------------------------
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+  SX12 (SN: 30710160)
+    Typ: TrimbleSX10
+    EDM-Präzision: 1.0 mm + 1.5 ppm
+    Winkel-Präzision: 0.278 mgon
+
+--------------------------------------------------------------------------------
+ATMOSPHÄRISCHE BEDINGUNGEN
+--------------------------------------------------------------------------------
+  Druck: 1012.3 hPa, Temperatur: 2.0 °C
+  PPM: -17.39, Refraktionskoeff.: 0.142
+  Druck: 1012.7 hPa, Temperatur: 2.0 °C
+  PPM: -17.50, Refraktionskoeff.: 0.142
+  Druck: 1012.5 hPa, Temperatur: 2.0 °C
+  PPM: -17.44, Refraktionskoeff.: 0.142
+  Druck: 1012.4 hPa, Temperatur: 2.0 °C
+  PPM: -17.42, Refraktionskoeff.: 0.142
+  Druck: 1012.4 hPa, Temperatur: 2.0 °C
+  PPM: -17.42, Refraktionskoeff.: 0.142
+  Druck: 1012.4 hPa, Temperatur: 2.0 °C
+  PPM: -17.42, Refraktionskoeff.: 0.142
+  Druck: 1012.4 hPa, Temperatur: 2.0 °C
+  PPM: -17.42, Refraktionskoeff.: 0.142
+  Druck: 1012.3 hPa, Temperatur: 2.0 °C
+  PPM: -17.39, Refraktionskoeff.: 0.142
+  Druck: 1012.3 hPa, Temperatur: 2.0 °C
+  PPM: -17.39, Refraktionskoeff.: 0.142
+  Druck: 1012.2 hPa, Temperatur: 2.0 °C
+  PPM: -17.36, Refraktionskoeff.: 0.142
+  Druck: 1011.8 hPa, Temperatur: 6.0 °C
+  PPM: -13.13, Refraktionskoeff.: 0.142
+  Druck: 1011.7 hPa, Temperatur: 6.0 °C
+  PPM: -13.10, Refraktionskoeff.: 0.142
+  Druck: 1011.8 hPa, Temperatur: 6.0 °C
+  PPM: -13.13, Refraktionskoeff.: 0.142
+  Druck: 1011.7 hPa, Temperatur: 6.0 °C
+  PPM: -13.10, Refraktionskoeff.: 0.142
+  Druck: 1011.9 hPa, Temperatur: 6.0 °C
+  PPM: -13.16, Refraktionskoeff.: 0.142
+  Druck: 1011.7 hPa, Temperatur: 6.0 °C
+  PPM: -13.10, Refraktionskoeff.: 0.142
+  Druck: 1011.6 hPa, Temperatur: 6.0 °C
+  PPM: -13.07, Refraktionskoeff.: 0.142
+  Druck: 1011.6 hPa, Temperatur: 6.0 °C
+  PPM: -13.07, Refraktionskoeff.: 0.142
+  Druck: 1011.6 hPa, Temperatur: 6.0 °C
+  PPM: -13.07, Refraktionskoeff.: 0.142
+  Druck: 1013.5 hPa, Temperatur: 2.0 °C
+  PPM: -17.73, Refraktionskoeff.: 0.142
+  Druck: 1013.6 hPa, Temperatur: 2.0 °C
+  PPM: -17.76, Refraktionskoeff.: 0.142
+  Druck: 1014.4 hPa, Temperatur: 2.0 °C
+  PPM: -17.98, Refraktionskoeff.: 0.142
+  Druck: 1015.1 hPa, Temperatur: 3.0 °C
+  PPM: -17.14, Refraktionskoeff.: 0.142
+
+--------------------------------------------------------------------------------
+PRISMENKONSTANTEN
+--------------------------------------------------------------------------------
+  DRTarget: +0.0 mm
+  CustomPrism: -34.4 mm
+  SSeries360Prism: +2.0 mm
+
+--------------------------------------------------------------------------------
+REFERENZLINIEN
+--------------------------------------------------------------------------------
+  5001-5002: 5001 → 5002
+
+================================================================================
+STATIONIERUNGEN UND MESSUNGEN
+================================================================================
+
+--------------------------------------------------------------------------------
+STATION: 1001
+--------------------------------------------------------------------------------
+  Typ: ReflineStationSetup
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=22.7880, N=13.5648, H=-1.9522
+  Orientierung:
+    Anschlusspunkt: 5001
+    Hz-Kreis (L1): 239.236244 gon
+    Orientierungskorrektur: -0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 5001
+      Hz: 239.236244 gon
+      V:  85.789957 gon
+      D:  26.5920 m (Prismenkonstante: +0.0 mm)
+      → E=0.0000, N=-0.0000, H=0.0000
+    Punkt: 5002
+      Hz: 264.591917 gon
+      V:  85.212801 gon
+      D:  22.9704 m (Prismenkonstante: +0.0 mm)
+      → E=0.0000, N=11.4075, H=-0.0352
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    2001           265.436604      88.516654      22.8548       +0.0       0.0137      11.7471    -1.3606
+    2002           351.584401      89.059438      17.5917       +0.0      20.2138      30.9645    -1.6634
+    2003            92.434873      93.453802      11.0245       +0.0      33.7824      13.0973    -2.6163
+    2004           184.530811      88.986816      29.0897       +0.0      20.4904     -15.4289    -1.4378
+    3001            91.788959      93.222299      11.1076      -34.4      33.8381      13.2197    -2.5746
+    3002            11.990548      89.833351      16.9801      -34.4      26.3084      30.1404    -1.9029
+    3003           168.045338      90.540987      17.2672      -34.4      26.3573      -3.2932    -2.1149
+    3004           238.208180      92.287471      26.8102      -34.4       0.0479      -0.5301    -3.0209
+    3005           253.466021      93.513311      23.8905      -34.4      -0.0383       6.7887    -3.4141
+    6001           270.486529      90.313536      40.9848       +2.0     -18.1960      13.9129    -2.1764
+    6002           268.633987      90.496928      38.4763       +2.0     -15.6773      12.6476    -2.2858
+    6003           268.815519      90.375034      49.1165       +2.0     -26.3181      12.5495    -2.2735
+    6004           270.337427      89.526485      47.5121       +2.0     -24.7228      13.8446    -1.5594
+    3006           268.849564      80.035382      21.9763      -34.4       1.1818      13.1309     1.8446
+    3007           278.253596      80.281424      22.5075      -34.4       0.8672      16.7446     1.8414
+
+--------------------------------------------------------------------------------
+STATION: 1002
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-20.8826, N=13.0076, H=-1.7418
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1002
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-20.8826, N=13.0076, H=-1.7418
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1002
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-20.8826, N=13.0076, H=-1.7418
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1002
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-20.8826, N=13.0076, H=-1.7418
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1002
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-20.8826, N=13.0076, H=-1.7418
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1002
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-20.8826, N=13.0076, H=-1.7418
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1001
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=22.7880, N=13.5648, H=-1.9522
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1002
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-20.8826, N=13.0076, H=-1.7418
+  Orientierung:
+    Anschlusspunkt: 6002
+    Hz-Kreis (L1): 93.956217 gon
+    Orientierungskorrektur: 0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 6002
+      Hz: 93.956631 gon
+      V:  95.946279 gon
+      D:  5.2442 m (Prismenkonstante: +2.0 mm)
+      → E=-15.6772, N=12.6476, H=-2.2853
+    Punkt: 6001
+      Hz: 71.377052 gon
+      V:  98.724150 gon
+      D:  2.8662 m (Prismenkonstante: +2.0 mm)
+      → E=-18.1961, N=13.9129, H=-2.1769
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    6004           282.315481      87.360125       3.9370       +2.0     -24.7269      13.8469    -1.5604
+    6003           265.248250      95.575732       5.4814       +2.0     -26.3212      12.5555    -2.2746
+    2005            55.324054      89.930544       9.4179       +0.0     -13.1377      18.3656    -1.7304
+    2006           155.116934      88.419445       2.6637       +0.0     -19.7623      10.5922    -1.6684
+    2007           284.456560      88.475945       9.2002       +0.0     -29.7882      15.3035    -1.4972
+    2008             2.836596      90.344968       9.3302       +0.0     -20.4209      22.3261    -1.7980
+    3008           104.036919      79.578164       8.1132      -34.4     -13.1745      11.0805    -0.2805
+    3009           106.271269      55.493144       9.7865      -34.4     -13.1684      10.7560     3.7827
+    3010           141.264009      71.879009      11.5367      -34.4     -14.0423       4.4805     1.8356
+    3011            84.212803      46.227865      10.7756      -34.4     -13.1661      13.7897     5.6887
+    3012           103.241791      40.453887      12.2564      -34.4     -13.1636      11.1912     7.5580
+    3013           107.313392      32.554379      15.0589      -34.4     -13.1644      10.6017    10.9218
+    2009            93.004786      91.128691       7.7513       +0.0     -13.1436      12.6014    -1.8945
+    7002            89.208170      98.211357      13.5359       +0.0      -7.4870      13.1927    -3.6751
+    7001            48.986594      82.685411      10.3531       +0.0     -13.1343      19.7463    -0.4237
+    3014            90.215335     100.063679      10.6263      -34.4     -10.4540      12.9684    -3.5927
+    3015            85.047972      96.965032      15.3344      -34.4      -5.7525      14.3185    -3.5971
+    3016            90.506741      95.662644      18.8422      -34.4      -2.1676      12.8421    -3.5976
+    3017           128.641072      85.046657       5.0761      -34.4     -16.9595       9.8712    -1.3065
+    3018           121.542651      89.814930       9.1162      -34.4     -13.1429       8.2567    -1.7125
+    3019           181.651710      85.735400       8.5887      -34.4     -21.1285       4.4806    -1.1057
+    3020           249.998353      92.016901      11.0188      -34.4     -31.1979       9.2528    -2.1284
+    3021           294.162896      92.650905       9.6096      -34.4     -29.6094      16.9228    -2.1847
+    3022           313.819047      97.218087      12.9748      -34.4     -30.1454      21.8961    -3.3677
+    3023             0.216398     105.393377       6.1904      -34.4     -20.8602      18.9426    -3.3759
+    6005           328.887378      93.120336       9.2044       +2.0     -25.6326      20.8779    -2.2430
+
+--------------------------------------------------------------------------------
+STATION: 1003
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=23.0704, N=14.0268, H=-1.9693
+  Orientierung:
+    Anschlusspunkt: 2003
+    Hz-Kreis (L1): 94.959326 gon
+    Orientierungskorrektur: 0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 2003
+      Hz: 94.959794 gon
+      V:  93.444510 gon
+      D:  10.7719 m (Prismenkonstante: +0.0 mm)
+      → E=33.7823, N=13.0972, H=-2.6165
+    Punkt: 2004
+      Hz: 185.005488 gon
+      V:  88.969885 gon
+      D:  29.5737 m (Prismenkonstante: +0.0 mm)
+      → E=20.4905, N=-15.4288, H=-1.4376
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    2001           264.353319      88.495229      23.1772       +0.0       0.0139      11.7472    -1.3607
+    2002           350.428306      88.979489      17.1793       +0.0      20.2143      30.9640    -1.6634
+    3024           266.931582      70.929310      23.2213      -34.4       1.1879      12.8538     5.6065
+    3025           245.321058      72.500049      25.2564      -34.4       1.2132       3.9834     5.6149
+    3026           278.310255      64.079301      25.9902      -34.4      -0.0288      17.4009     9.3765
+    3027           258.776027      57.318373      27.9772      -34.4       0.0016       9.4491    13.1187
+    3028           276.496934      56.966420      28.8298      -34.4      -0.9148      16.7583    13.7277
+    3029           244.136925      63.974174      27.2106      -34.4       1.0963       3.3743     9.9548
+
+--------------------------------------------------------------------------------
+STATION: 1004
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-22.6960, N=19.7653, H=-1.9656
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1004
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-22.6960, N=19.7653, H=-1.9656
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1004
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-22.6960, N=19.7653, H=-1.9656
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1004
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-22.6960, N=19.7653, H=-1.9656
+  Orientierung:
+    Anschlusspunkt: 6003
+    Hz-Kreis (L1): 206.655476 gon
+    Orientierungskorrektur: 0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 6003
+      Hz: 206.657696 gon
+      V:  92.187503 gon
+      D:  8.0781 m (Prismenkonstante: +2.0 mm)
+      → E=-26.3185, N=12.5495, H=-2.2740
+    Punkt: 6002
+      Hz: 135.399836 gon
+      V:  91.831919 gon
+      D:  9.9997 m (Prismenkonstante: +2.0 mm)
+      → E=-15.6769, N=12.6476, H=-2.2853
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    2008            41.618403      87.175760       3.4242       +0.0     -20.4245      22.3221    -1.7969
+    6005           290.628459      95.011142       3.1504       +2.0     -25.6350      20.8717    -2.2410
+    6006           281.200295      90.279540      25.9497       +2.0     -48.1527      24.8060    -2.0922
+    6007           278.204159      90.037385      26.1203       +2.0     -48.5506      23.4929    -1.9826
+    6008           277.946838      90.365116      20.3991       +2.0     -42.9005      22.5858    -2.0956
+
+--------------------------------------------------------------------------------
+STATION: 1005
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-46.0315, N=23.5752, H=-1.9509
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1005
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-46.0315, N=23.5752, H=-1.9509
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1005
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-46.0315, N=23.5752, H=-1.9509
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1005
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-46.0315, N=23.5752, H=-1.9509
+  Orientierung:
+    Anschlusspunkt: 
+
+--------------------------------------------------------------------------------
+STATION: 1005
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-46.0315, N=23.5752, H=-1.9509
+  Orientierung:
+    Anschlusspunkt: 6008
+    Hz-Kreis (L1): 107.537751 gon
+    Orientierungskorrektur: 0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 6008
+      Hz: 107.533353 gon
+      V:  92.515106 gon
+      D:  3.2862 m (Prismenkonstante: +2.0 mm)
+      → E=-42.8992, N=22.5856, H=-2.0952
+    Punkt: 6005
+      Hz: 97.532711 gon
+      V:  90.814217 gon
+      D:  20.5754 m (Prismenkonstante: +2.0 mm)
+      → E=-25.6340, N=20.8780, H=-2.2433
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    6006           300.079231      93.294893       2.4571       +2.0     -48.1559      24.8057    -2.0923
+    6007           268.029207      90.729397       2.5210       +2.0     -48.5528      23.4885    -1.9831
+    2010            72.458666      89.315065       5.4129       +0.0     -40.8707      25.2065    -1.8862
+    2011           156.471149      86.446196       8.2701       +0.0     -42.7364      16.0074    -1.4383
+    2012           200.203267      89.983377      14.4081       +0.0     -51.0073      10.0538    -1.9468
+    2012           200.203040      89.983277      14.4082       +0.0     -51.0073      10.0537    -1.9467
+    2012                    -              -            -       +0.0     -51.0073      10.0537    -1.9467
+    2013           348.886840      89.532943       2.9308       +0.0     -46.5964      26.4510    -1.9271
+    3030           123.407671      92.690617       5.3146      -34.4     -41.6286      20.6712    -2.1988
+    3031           150.550871      91.959334       7.5101      -34.4     -42.3583      17.0694    -2.2065
+    3032           171.423745      91.076213      14.2322      -34.4     -43.9146       9.5389    -2.2176
+    3033            95.228223     101.998035       7.2508      -34.4     -39.0022      22.9320    -3.4510
+
+--------------------------------------------------------------------------------
+STATION: 1006
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=22.9235, N=13.8783, H=-1.9035
+  Orientierung:
+    Anschlusspunkt: 2003
+    Hz-Kreis (L1): 94.113814 gon
+    Orientierungskorrektur: -0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 2003
+      Hz: 94.113477 gon
+      V:  93.746786 gon
+      D:  10.9105 m (Prismenkonstante: +0.0 mm)
+      → E=33.7824, N=13.0974, H=-2.6165
+    Punkt: 2004
+      Hz: 184.745778 gon
+      V:  89.092575 gon
+      D:  29.4123 m (Prismenkonstante: +0.0 mm)
+      → E=20.4904, N=-15.4290, H=-1.4377
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    2001           264.684949      88.648383      23.0157       +0.0       0.0135      11.7470    -1.3606
+    2002           350.986209      89.205135      17.3011       +0.0      20.2132      30.9638    -1.6635
+    3034           281.517975      53.972186      31.8128      -34.4      -2.2586      19.0099    16.7875
+    3035           264.965948      52.745699      31.5184      -34.4      -2.0392      11.6794    17.1551
+    3036           242.150573      56.648773      34.3234      -34.4      -2.4008       0.4984    16.9473
+
+--------------------------------------------------------------------------------
+STATION: 1007
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-21.6340, N=18.9681, H=-1.8149
+  Orientierung:
+    Anschlusspunkt: 2006
+    Hz-Kreis (L1): 167.403390 gon
+    Orientierungskorrektur: 0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 2006
+      Hz: 167.408936 gon
+      V:  89.021905 gon
+      D:  8.5832 m (Prismenkonstante: +0.0 mm)
+      → E=-19.7633, N=10.5927, H=-1.6684
+    Punkt: 2007
+      Hz: 245.795284 gon
+      V:  87.963994 gon
+      D:  8.9448 m (Prismenkonstante: +0.0 mm)
+      → E=-29.7872, N=15.3031, H=-1.4971
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    2008            19.861431      89.726355       3.5698       +0.0     -20.4212      22.3255    -1.7979
+    2005            94.059110      89.430934       8.5181       +0.0     -13.1378      18.3652    -1.7303
+    3037           263.845826      68.234399       8.3395      -34.4     -29.3024      18.1412     1.2646
+    3038           237.574470      82.696322      10.3659      -34.4     -30.2838      13.4734    -0.5015
+    3039           239.173775      64.655784      11.1020      -34.4     -30.2231      13.8426     2.9225
+    3040           240.356419      50.325380      12.7866      -34.4     -30.1643      14.1136     6.3263
+    3041           238.337593      41.760336      15.2528      -34.4     -30.2609      13.6479     9.5368
+
+--------------------------------------------------------------------------------
+STATION: 1008
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-46.5669, N=23.4502, H=-1.9004
+  Orientierung:
+    Anschlusspunkt: 2012
+    Hz-Kreis (L1): 198.338432 gon
+    Orientierungskorrektur: 0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 2012
+      Hz: 198.338354 gon
+      V:  90.188111 gon
+      D:  14.1139 m (Prismenkonstante: +0.0 mm)
+      → E=-51.0074, N=10.0534, H=-1.9468
+    Punkt: 2013
+      Hz: 359.438362 gon
+      V:  90.507602 gon
+      D:  3.0015 m (Prismenkonstante: +0.0 mm)
+      → E=-46.5963, N=26.4513, H=-1.9270
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    2010            72.862313      89.864020       5.9607       +0.0     -40.8710      25.2065    -1.8863
+    2011           152.768282      86.837999       8.3845       +0.0     -42.7361      16.0064    -1.4380
+    3042           166.156719      62.148888      14.0756      -34.4     -43.5965      11.3962     4.6592
+    3043            86.632675      40.256544       8.6348      -34.4     -41.0189      23.7766     4.6629
+
+--------------------------------------------------------------------------------
+STATION: 1009
+--------------------------------------------------------------------------------
+  Typ: StandardResection
+  Instrumentenhöhe: 0.0000 m
+  Maßstab: 1.00000000
+  Koordinaten: E=-17.1322, N=16.5482, H=-1.9002
+  Orientierung:
+    Anschlusspunkt: 2005
+    Hz-Kreis (L1): 65.535513 gon
+    Orientierungskorrektur: 0.000000 gon
+
+  ANSCHLUSSMESSUNGEN:
+    Punkt: 2005
+      Hz: 65.536867 gon
+      V:  87.784398 gon
+      D:  4.3917 m (Prismenkonstante: +0.0 mm)
+      → E=-13.1379, N=18.3655, H=-1.7304
+    Punkt: 2006
+      Hz: 203.824812 gon
+      V:  87.961169 gon
+      D:  6.5149 m (Prismenkonstante: +0.0 mm)
+      → E=-19.7621, N=10.5924, H=-1.6684
+
+  MESSUNGEN:
+    Punkt            Hz [gon]        V [gon]        D [m]    PK [mm]            E            N          H
+    ------------------------------------------------------------------------------------------------
+    2007           264.369524      88.185531      12.7231       +0.0     -29.7873      15.3006    -1.4973
+    2008           330.334676      89.119160       6.6450       +0.0     -20.4206      22.3215    -1.7980
+    3044           293.213801      43.333395      23.2208      -34.4     -31.7552      22.8198    14.9647
+    3045           257.384179      45.758052      23.7600      -34.4     -33.7186      12.8359    14.6527
+    3046           241.436091      50.884481      26.1075      -34.4     -34.8991       6.8759    14.5487
+    3047           242.756804      57.619234      18.6917      -34.4     -31.1404       9.3356     8.0915
+    3048           272.480606      51.260329      15.9696      -34.4     -29.5497      17.0862     8.0716
+    3049           293.161612      51.415627      16.0312      -34.4     -28.6287      21.4665     8.0763
+    3050           248.483832      78.157600      14.9904      -34.4     -30.7496      11.1797     1.1691
+
+================================================================================
+BERECHNETE KOORDINATEN
+================================================================================
+Punkt              East [m]      North [m]     Elev [m] Methode             
+--------------------------------------------------------------------------------
+1001                22.7880        13.5648      -1.9522 ReflineSetup        
+1002               -20.8826        13.0076      -1.7418 Resection           
+1003                23.0704        14.0268      -1.9693 Resection           
+1004               -22.6960        19.7653      -1.9656 Resection           
+1005               -46.0315        23.5752      -1.9509 Resection           
+1006                22.9235        13.8783      -1.9035 Resection           
+1007               -21.6340        18.9681      -1.8149 Resection           
+1008               -46.5669        23.4502      -1.9004 Resection           
+1009               -17.1322        16.5482      -1.9002 Resection           
+2001                 0.0135        11.7470      -1.3606 DirectReading       
+2002                20.2132        30.9638      -1.6635 DirectReading       
+2003                33.7824        13.0974      -2.6165 DirectReading       
+2004                20.4904       -15.4290      -1.4377 DirectReading       
+2005               -13.1379        18.3655      -1.7304 DirectReading       
+2006               -19.7621        10.5924      -1.6684 DirectReading       
+2007               -29.7873        15.3006      -1.4973 DirectReading       
+2008               -20.4206        22.3215      -1.7980 DirectReading       
+2009               -13.1436        12.6014      -1.8945 DirectReading       
+2010               -40.8710        25.2065      -1.8863 DirectReading       
+2011               -42.7361        16.0064      -1.4380 DirectReading       
+2012               -51.0074        10.0534      -1.9468 DirectReading       
+2013               -46.5963        26.4513      -1.9270 DirectReading       
+3001                33.8381        13.2197      -2.5746 DirectReading       
+3002                26.3084        30.1404      -1.9029 DirectReading       
+3003                26.3573        -3.2932      -2.1149 DirectReading       
+3004                 0.0479        -0.5301      -3.0209 DirectReading       
+3005                -0.0383         6.7887      -3.4141 DirectReading       
+3006                 1.1818        13.1309       1.8446 DirectReading       
+3007                 0.8672        16.7446       1.8414 DirectReading       
+3008               -13.1745        11.0805      -0.2805 DirectReading       
+3009               -13.1684        10.7560       3.7827 DirectReading       
+3010               -14.0423         4.4805       1.8356 DirectReading       
+3011               -13.1661        13.7897       5.6887 DirectReading       
+3012               -13.1636        11.1912       7.5580 DirectReading       
+3013               -13.1644        10.6017      10.9218 DirectReading       
+3014               -10.4540        12.9684      -3.5927 DirectReading       
+3015                -5.7525        14.3185      -3.5971 DirectReading       
+3016                -2.1676        12.8421      -3.5976 DirectReading       
+3017               -16.9595         9.8712      -1.3065 DirectReading       
+3018               -13.1429         8.2567      -1.7125 DirectReading       
+3019               -21.1285         4.4806      -1.1057 DirectReading       
+3020               -31.1979         9.2528      -2.1284 DirectReading       
+3021               -29.6094        16.9228      -2.1847 DirectReading       
+3022               -30.1454        21.8961      -3.3677 DirectReading       
+3023               -20.8602        18.9426      -3.3759 DirectReading       
+3024                 1.1879        12.8538       5.6065 DirectReading       
+3025                 1.2132         3.9834       5.6149 DirectReading       
+3026                -0.0288        17.4009       9.3765 DirectReading       
+3027                 0.0016         9.4491      13.1187 DirectReading       
+3028                -0.9148        16.7583      13.7277 DirectReading       
+3029                 1.0963         3.3743       9.9548 DirectReading       
+3030               -41.6286        20.6712      -2.1988 DirectReading       
+3031               -42.3583        17.0694      -2.2065 DirectReading       
+3032               -43.9146         9.5389      -2.2176 DirectReading       
+3033               -39.0022        22.9320      -3.4510 DirectReading       
+3034                -2.2586        19.0099      16.7875 DirectReading       
+3035                -2.0392        11.6794      17.1551 DirectReading       
+3036                -2.4008         0.4984      16.9473 DirectReading       
+3037               -29.3024        18.1412       1.2646 DirectReading       
+3038               -30.2838        13.4734      -0.5015 DirectReading       
+3039               -30.2231        13.8426       2.9225 DirectReading       
+3040               -30.1643        14.1136       6.3263 DirectReading       
+3041               -30.2609        13.6479       9.5368 DirectReading       
+3042               -43.5965        11.3962       4.6592 DirectReading       
+3043               -41.0189        23.7766       4.6629 DirectReading       
+3044               -31.7552        22.8198      14.9647 DirectReading       
+3045               -33.7186        12.8359      14.6527 DirectReading       
+3046               -34.8991         6.8759      14.5487 DirectReading       
+3047               -31.1404         9.3356       8.0915 DirectReading       
+3048               -29.5497        17.0862       8.0716 DirectReading       
+3049               -28.6287        21.4665       8.0763 DirectReading       
+3050               -30.7496        11.1797       1.1691 DirectReading       
+5001                 0.0000        -0.0000       0.0000 DirectReading       
+5002                 0.0000        11.4075      -0.0352 DirectReading       
+6001               -18.1961        13.9129      -2.1769 DirectReading       
+6002               -15.6769        12.6476      -2.2853 DirectReading       
+6003               -26.3185        12.5495      -2.2740 DirectReading       
+6004               -24.7269        13.8469      -1.5604 DirectReading       
+6005               -25.6340        20.8780      -2.2433 DirectReading       
+6006               -48.1559        24.8057      -2.0923 DirectReading       
+6007               -48.5528        23.4885      -1.9831 DirectReading       
+6008               -42.8992        22.5856      -2.0952 DirectReading       
+7001               -13.1343        19.7463      -0.4237 DirectReading       
+7002                -7.4870        13.1927      -3.6751 DirectReading       
+
+================================================================================
+Protokoll erstellt
+================================================================================

test_with_example.py

@@ -0,0 +1,264 @@
+#!/usr/bin/env python3
+"""
+Test-Skript für das Trimble Geodesy Tool
+Testet alle Module mit der Beispieldatei Baumschulenstr_93.jxl
+"""
+
+import sys
+import os
+sys.path.insert(0, os.path.dirname(os.path.abspath(__file__)))
+
+from modules.jxl_parser import JXLParser
+from modules.cor_generator import CORGenerator
+from modules.network_adjustment import NetworkAdjustment
+
+def test_jxl_parser():
+    """Test des JXL-Parsers"""
+    print("=" * 80)
+    print("TEST 1: JXL-Parser")
+    print("=" * 80)
+    
+    parser = JXLParser()
+    success = parser.parse("test_data/Baumschulenstr_93.jxl")
+    
+    if not success:
+        print("❌ FEHLER: Datei konnte nicht geladen werden!")
+        return None
+    
+    print(f"✓ Datei erfolgreich geladen: {parser.job_name}")
+    print(f"✓ Koordinatensystem: {parser.coordinate_system}")
+    print(f"✓ Winkeleinheit: {parser.angle_units}")
+    print()
+    
+    # Stationen
+    print(f"Stationen: {len(parser.stations)}")
+    for sid, station in sorted(parser.stations.items(), key=lambda x: x[1].timestamp):
+        print(f"  - {station.name}: {station.station_type}")
+        if station.east is not None:
+            print(f"    Koordinaten: E={station.east:.4f}, N={station.north:.4f}, H={station.elevation or 0:.4f}")
+    print()
+    
+    # Targets/Prismenkonstanten
+    print(f"Prismenkonstanten (eindeutige):")
+    seen = set()
+    for tid, target in parser.targets.items():
+        key = (target.prism_type, target.prism_constant)
+        if key not in seen:
+            seen.add(key)
+            print(f"  - {target.prism_type}: {target.prism_constant*1000:+.1f} mm")
+    print()
+    
+    # Punkte
+    active = parser.get_active_points()
+    print(f"Aktive Punkte: {len(active)}")
+    print()
+    
+    # Referenzpunkte (Festpunkte)
+    ref_points = parser.get_reference_points()
+    print(f"Referenzpunkte (Passpunkte): {ref_points}")
+    
+    # Standpunkte
+    station_points = parser.get_station_points()
+    print(f"Standpunkte: {station_points}")
+    
+    # Messpunkte
+    meas_points = parser.get_measurement_points()
+    print(f"Messpunkte (erste 10): {meas_points[:10]}...")
+    print()
+    
+    # Messungen für erste Station
+    first_station_id = list(parser.stations.keys())[0]
+    first_station = parser.stations[first_station_id]
+    measurements = parser.get_detailed_measurements_from_station(first_station_id)
+    
+    print(f"Messungen von Station {first_station.name}:")
+    backsight = [m for m in measurements if m.classification == 'BackSight' and not m.deleted]
+    normal = [m for m in measurements if m.classification != 'BackSight' and not m.deleted]
+    
+    print(f"  Anschlussmessungen: {len(backsight)}")
+    for m in backsight:
+        print(f"    - {m.point_name}: Hz={m.horizontal_circle:.6f}, V={m.vertical_circle:.6f}, D={m.edm_distance:.4f}")
+    
+    print(f"  Normale Messungen: {len(normal)}")
+    for m in normal[:5]:  # Nur erste 5
+        print(f"    - {m.point_name}: Hz={m.horizontal_circle:.6f}, V={m.vertical_circle:.6f}, D={m.edm_distance:.4f}")
+    
+    print()
+    return parser
+
+
+def test_cor_generator(parser):
+    """Test des COR-Generators"""
+    print("=" * 80)
+    print("TEST 2: COR-Generator")
+    print("=" * 80)
+    
+    generator = CORGenerator(parser)
+    points = generator.generate_from_computed_grid()
+    
+    print(f"✓ {len(points)} Punkte generiert")
+    print()
+    
+    # Vergleich mit Referenz-COR
+    print("Vergleich mit Baumschulenstr_93.cor:")
+    
+    # Lade Referenz
+    ref_points = {}
+    with open("test_data/Baumschulenstr_93.cor", 'r') as f:
+        for line in f:
+            line = line.strip()
+            if not line or line.startswith('|--'):
+                continue
+            parts = line.replace('|', ',').split(',')
+            parts = [p.strip() for p in parts if p.strip()]
+            if len(parts) >= 4:
+                name = parts[0]
+                try:
+                    x = float(parts[1])
+                    y = float(parts[2])
+                    z = float(parts[3])
+                    ref_points[name] = (x, y, z)
+                except:
+                    continue
+    
+    # Vergleiche
+    matches = 0
+    mismatches = []
+    for p in points:
+        if p.name in ref_points:
+            ref_x, ref_y, ref_z = ref_points[p.name]
+            dx = abs(p.x - ref_x)
+            dy = abs(p.y - ref_y)
+            dz = abs(p.z - ref_z)
+            
+            if dx < 0.01 and dy < 0.01 and dz < 0.01:
+                matches += 1
+            else:
+                mismatches.append((p.name, dx, dy, dz))
+    
+    print(f"  Übereinstimmungen: {matches}")
+    print(f"  Abweichungen: {len(mismatches)}")
+    if mismatches[:5]:
+        print(f"  Erste Abweichungen:")
+        for name, dx, dy, dz in mismatches[:5]:
+            print(f"    - {name}: ΔX={dx:.3f}, ΔY={dy:.3f}, ΔZ={dz:.3f}")
+    print()
+    
+    return generator
+
+
+def test_calculation_protocol(parser):
+    """Test des Berechnungsprotokolls"""
+    print("=" * 80)
+    print("TEST 3: Berechnungsprotokoll")
+    print("=" * 80)
+    
+    protocol = parser.get_calculation_protocol()
+    lines = protocol.split('\n')
+    
+    print(f"✓ Protokoll generiert ({len(lines)} Zeilen)")
+    print()
+    
+    # Zeige Auszug
+    print("Auszug:")
+    for line in lines[:30]:
+        print(f"  {line}")
+    print("  ...")
+    print()
+    
+    # Speichere Protokoll
+    with open("test_data/berechnungsprotokoll_test.txt", 'w') as f:
+        f.write(protocol)
+    print("✓ Protokoll gespeichert: test_data/berechnungsprotokoll_test.txt")
+    print()
+
+
+def test_network_adjustment(parser):
+    """Test der Netzausgleichung"""
+    print("=" * 80)
+    print("TEST 4: Netzausgleichung (KORREKTES KONZEPT)")
+    print("=" * 80)
+    
+    adjustment = NetworkAdjustment(parser)
+    
+    # Beobachtungen extrahieren
+    obs = adjustment.extract_observations()
+    print(f"✓ {len(obs)} Beobachtungen extrahiert")
+    
+    # Punkte initialisieren
+    adjustment.initialize_points()
+    print(f"✓ {len(adjustment.points)} Punkte initialisiert")
+    
+    # KORREKTES KONZEPT: Nur Passpunkte als Festpunkte
+    ref_points = parser.get_reference_points()
+    print(f"\nFestpunkte (Passpunkte): {ref_points}")
+    
+    for name in ref_points:
+        if name in adjustment.points:
+            adjustment.set_fixed_point(name)
+    
+    print(f"✓ {len(adjustment.fixed_points)} Festpunkte gesetzt")
+    
+    # Neupunkte (Standpunkte) - eindeutige Namen
+    station_points = list(set(s.name for s in parser.stations.values()))
+    new_points = [p for p in station_points if p not in adjustment.fixed_points]
+    print(f"Neupunkte (Standpunkte): {new_points}")
+    
+    # Messpunkte
+    meas_points = [p for p in adjustment.points.keys() 
+                   if p not in adjustment.fixed_points and p not in station_points]
+    print(f"Messpunkte: {len(meas_points)}")
+    
+    try:
+        result = adjustment.adjust()
+        print()
+        print(f"✓ Ausgleichung abgeschlossen:")
+        print(f"  Iterationen: {result.iterations}")
+        print(f"  Konvergiert: {result.converged}")
+        print(f"  Sigma-0: {result.sigma_0_posteriori:.4f}")
+        print(f"  Redundanz: {result.redundancy}")
+        print()
+        
+        # Ausgeglichene Standpunkte
+        print("Ausgeglichene Standpunkte:")
+        for name in new_points:
+            if name in adjustment.points:
+                p = adjustment.points[name]
+                print(f"  {name}: X={p.x:.4f}, Y={p.y:.4f}, Z={p.z:.4f}, σPos={p.std_position*1000:.1f}mm")
+        
+        return adjustment
+        
+    except Exception as e:
+        print(f"❌ FEHLER bei Ausgleichung: {e}")
+        import traceback
+        traceback.print_exc()
+        return None
+
+
+def main():
+    print("\n" + "=" * 80)
+    print("TRIMBLE GEODESY TOOL - UMFANGREICHE TESTS")
+    print("Testdatei: Baumschulenstr_93.jxl")
+    print("=" * 80 + "\n")
+    
+    # Test 1: Parser
+    parser = test_jxl_parser()
+    if not parser:
+        return
+    
+    # Test 2: COR-Generator
+    test_cor_generator(parser)
+    
+    # Test 3: Berechnungsprotokoll
+    test_calculation_protocol(parser)
+    
+    # Test 4: Netzausgleichung
+    test_network_adjustment(parser)
+    
+    print("\n" + "=" * 80)
+    print("TESTS ABGESCHLOSSEN")
+    print("=" * 80 + "\n")
+
+
+if __name__ == "__main__":
+    main()