Logo
  • 1. Introduction
    • 1.1. Introduction
  • 2. Calculations
    • 2.1. Network Calculations
      • 2.1.1. Station Adjustment
        • 2.1.1.1. Overview
        • 2.1.1.2. Getting Started
          • 2.1.1.2.1. Opening the Module
          • 2.1.1.2.2. Creating a New Project
          • 2.1.1.2.3. Opening an Existing Project
        • 2.1.1.3. Importing Observations
          • 2.1.1.3.1. Import from Leica LandXML
          • 2.1.1.3.2. Import from Leica GSI
          • 2.1.1.3.3. Import from Legacy SAJ Project
          • 2.1.1.3.4. Import from Spreadsheet (Excel/CSV)
          • 2.1.1.3.5. Import ASCII Files
        • 2.1.1.4. Working with Observations
          • 2.1.1.4.1. Station Tree
          • 2.1.1.4.2. Observation Tabs
          • 2.1.1.4.3. Reorder Points
          • 2.1.1.4.4. Station Information
        • 2.1.1.5. Solving (Adjustment)
          • 2.1.1.5.1. Solve Current Station
          • 2.1.1.5.2. Solve All Stations
          • 2.1.1.5.3. Deactivate Outliers
          • 2.1.1.5.4. Complete vs. Incomplete Observation Sets
        • 2.1.1.6. Calculation Method — Detailed Explanation
          • 2.1.1.6.1. Horizontal Angle Adjustment
          • 2.1.1.6.2. Vertical Angle (Zenith) Adjustment
          • 2.1.1.6.3. Slope Distance Adjustment
          • 2.1.1.6.4. Outlier Detection
          • 2.1.1.6.5. Understanding the Results
        • 2.1.1.7. Reports
        • 2.1.1.8. Exporting Data
          • 2.1.1.8.1. Export Adjusted Measurements
          • 2.1.1.8.2. Export Raw Data
          • 2.1.1.8.3. Export to Starnet
        • 2.1.1.9. Sketch View
        • 2.1.1.10. References
      • 2.1.2. Network Adjustment
        • 2.1.2.1. Overview
        • 2.1.2.2. Getting Started
          • 2.1.2.2.1. Opening the module
          • 2.1.2.2.2. Creating or opening a project
          • 2.1.2.2.3. The workspace tabs
        • 2.1.2.3. Concepts
          • 2.1.2.3.1. Station types (fixity)
          • 2.1.2.3.2. Observation types
          • 2.1.2.3.3. Units and standard errors
        • 2.1.2.4. Settings
          • 2.1.2.4.1. Choosing a projection
        • 2.1.2.5. Building a network
          • 2.1.2.5.1. Editing by hand
        • 2.1.2.6. Importing data
          • 2.1.2.6.1. STAR*NET .dat files
          • 2.1.2.6.2. Coordinate order (East-North vs North-East)
          • 2.1.2.6.3. Editable ASCII project files (.iqnet)
            • 2.1.2.6.3.1. Template
          • 2.1.2.6.4. Excel workbooks (.xlsx)
          • 2.1.2.6.5. Netsist projects (.ndb / DATA IN .xlsx)
        • 2.1.2.7. Initial (provisional) coordinates
        • 2.1.2.8. The least-squares adjustment
          • 2.1.2.8.1. What the solve computes
          • 2.1.2.8.2. Reductions applied before the solve
          • 2.1.2.8.3. Dimension (1-D / 2-D / 3-D)
        • 2.1.2.9. Results and quality
          • 2.1.2.9.1. Adjusted coordinates
          • 2.1.2.9.2. Statistics in the report
          • 2.1.2.9.3. Robust solve and outliers
          • 2.1.2.9.4. Checking the data
        • 2.1.2.10. The Sketch
        • 2.1.2.11. Bridge: pull adjusted stations
        • 2.1.2.12. Reports and export
        • 2.1.2.13. Typical workflow
        • 2.1.2.14. Trademarks
    • 2.2. Monitoring
      • 2.2.1. Special Monitoring Adjustment
        • 2.2.1.1. Overview
        • 2.2.1.2. Opening the Tool
        • 2.2.1.3. Concepts
        • 2.2.1.4. Importing Data
          • 2.2.1.4.1. Import ASC (raw readings)
          • 2.2.1.4.2. Import GSI (raw readings or classic)
          • 2.2.1.4.3. Import CSV (averaged observations)
        • 2.2.1.5. The Tabs
          • 2.2.1.5.1. Raw Readings
          • 2.2.1.5.2. Averages
          • 2.2.1.5.3. Adjustment
          • 2.2.1.5.4. Parameters
        • 2.2.1.6. Solving and Outliers
        • 2.2.1.7. Project Files
        • 2.2.1.8. Exporting
        • 2.2.1.9. Sample Files
        • 2.2.1.10. Troubleshooting
      • 2.2.2. Geometric Leveling Adjustment
        • 2.2.2.1. Overview
        • 2.2.2.2. Opening the Tool
        • 2.2.2.3. Importing Data
          • 2.2.2.3.1. TXT format
          • 2.2.2.3.2. GSI format
        • 2.2.2.4. The Tabs
          • 2.2.2.4.1. Measurements
          • 2.2.2.4.2. Solution
            • 2.2.2.4.2.1. How the refraction coefficient k is handled
          • 2.2.2.4.3. Parameters
        • 2.2.2.5. Project Files
        • 2.2.2.6. Exporting
        • 2.2.2.7. Sample Files
        • 2.2.2.8. Troubleshooting
    • 2.3. GNSS Processing
      • 2.3.1. Introduction
        • 2.3.1.1. What the Module Does
        • 2.3.1.2. The Project File
        • 2.3.1.3. What You Need Before You Start
        • 2.3.1.4. Conventions Used Throughout
      • 2.3.2. Files
        • 2.3.2.1. Opening or Creating a Project
        • 2.3.2.2. Scanning a Folder
        • 2.3.2.3. Observation and Navigation Files
        • 2.3.2.4. The Files Grid
        • 2.3.2.5. Naming the Points
        • 2.3.2.6. Marking Reference Stations
        • 2.3.2.7. Files That Changed on Disk
      • 2.3.3. Sessions and Baselines
        • 2.3.3.1. Sessions
          • 2.3.3.1.1. Minimum overlap
          • 2.3.3.1.2. Automatic reference classification
        • 2.3.3.2. Planning the Baselines
        • 2.3.3.3. The Baselines Grid
          • 2.3.3.3.1. Re-planning and existing results
        • 2.3.3.4. The Warnings Panel
      • 2.3.4. Processing
        • 2.3.4.1. Solve Options
          • 2.3.4.1.1. Mode
          • 2.3.4.1.2. Constellations
          • 2.3.4.1.3. Elevation mask (deg)
          • 2.3.4.1.4. Ionosphere model
          • 2.3.4.1.5. Troposphere model
          • 2.3.4.1.6. Ambiguity resolution mode
          • 2.3.4.1.7. GLONASS AR mode (glomodear)
          • 2.3.4.1.8. Ratio threshold
          • 2.3.4.1.9. Interval override (s)
          • 2.3.4.1.10. Start and End (UTC)
        • 2.3.4.2. Running a Batch
          • 2.3.4.2.1. Watching a run
        • 2.3.4.3. Ephemeris Selection
        • 2.3.4.4. When Processing is Unavailable
      • 2.3.5. Results
        • 2.3.5.1. The Results Grid
          • 2.3.5.1.1. Row colours
          • 2.3.5.1.2. Re-solve selected
        • 2.3.5.2. Loop Closures
        • 2.3.5.3. Occupation Timeline
        • 2.3.5.4. Network Sketch
      • 2.3.6. Quality
        • 2.3.6.1. Running a Report
        • 2.3.6.2. The Headline
        • 2.3.6.3. The Satellite Table
        • 2.3.6.4. Satellites That Could Not Be Plotted
        • 2.3.6.5. The Plots
          • 2.3.6.5.1. Sky plot
          • 2.3.6.5.2. SNR over time
          • 2.3.6.5.3. Satellites tracked
        • 2.3.6.6. Using the Quality Page
      • 2.3.7. Control and Publish
        • 2.3.7.1. The Control Grid
        • 2.3.7.2. Publish Settings
          • 2.3.7.2.1. Covariance scale
          • 2.3.7.2.2. Allow FLOAT baselines
          • 2.3.7.2.3. Datum
        • 2.3.7.3. Publishing
          • 2.3.7.3.1. Stations
          • 2.3.7.3.2. Orphaned points
          • 2.3.7.3.3. Re-publishing
        • 2.3.7.4. Going On to the Adjustment
      • 2.3.8. Worked Example
        • 2.3.8.1. Before You Start
        • 2.3.8.2. Step 1 - Open a Project
        • 2.3.8.3. Step 2 - Scan and Name
        • 2.3.8.4. Step 3 - Sessions
        • 2.3.8.5. Step 4 - Plan the Baselines
        • 2.3.8.6. Step 5 - Process
        • 2.3.8.7. Step 6 - Judge the Results
        • 2.3.8.8. Step 7 - Control and the Free Check
        • 2.3.8.9. Step 8 - The Constrained Run
        • 2.3.8.10. Checklist
      • 2.3.9. Troubleshooting
        • 2.3.9.1. “GNSS processing is unavailable”
        • 2.3.9.2. Every baseline failed
        • 2.3.9.3. Baselines come back FLOAT
        • 2.3.9.4. A file is in no session
        • 2.3.9.5. Redundancy is zero
        • 2.3.9.6. A point is missing from the network sketch
        • 2.3.9.7. A point I surveyed is not in the adjustment
        • 2.3.9.8. Apply datum says it held fewer points than I ticked
        • 2.3.9.9. A solved baseline reverted to “planned”
        • 2.3.9.10. The publish wrote fewer rows than I expected
    • 2.4. Coordinate Transformations
      • 2.4.1. Coordinate Transformation Tool
        • 2.4.1.1. Overview
        • 2.4.1.2. Quick Start
        • 2.4.1.3. Available Transformation Models
          • 2.4.1.3.1. 2D Transformations
          • 2.4.1.3.2. 3D Transformations
        • 2.4.1.4. User Interface
          • 2.4.1.4.1. Tab 1: Parameter Calculation
          • 2.4.1.4.2. Tab 2: Transform Points
          • 2.4.1.4.3. Import Wizard
          • 2.4.1.4.4. Parameter Files (Project Files)
        • 2.4.1.5. New Features (v2026.7)
          • 2.4.1.5.1. Geometry Sketch Tab
        • 2.4.1.6. New Features (v2026.3)
          • 2.4.1.6.1. Active Point Toggle
          • 2.4.1.6.2. Result Verification Tabs
          • 2.4.1.6.3. Print Report
          • 2.4.1.6.4. Save/Load Project Files
          • 2.4.1.6.5. Import/Export Parameters (Multi-Format)
          • 2.4.1.6.6. Rotation Conventions
          • 2.4.1.6.7. EPSG Database Lookup
            • 2.4.1.6.7.1. Example: Greek GGRS87 to WGS 84
            • 2.4.1.6.7.2. Example: Austrian MGI to WGS 84
          • 2.4.1.6.8. Version Label
        • 2.4.1.7. Practical Guidelines
          • 2.4.1.7.1. Choosing the Right Model
          • 2.4.1.7.2. Control Point Distribution
          • 2.4.1.7.3. Outlier Detection
        • 2.4.1.8. Mathematical Background
          • 2.4.1.8.1. Least Squares Method
          • 2.4.1.8.2. References
    • 2.5. Alignment Solver
      • 2.5.1. Introduction
        • 2.5.1.1. What you can do
        • 2.5.1.2. Main screen
        • 2.5.1.3. Where this manual lives
      • 2.5.2. Options
        • 2.5.2.1. General
          • 2.5.2.1.1. Output delimiter
          • 2.5.2.1.2. Input delimiter
          • 2.5.2.1.3. Language
          • 2.5.2.1.4. Decimal places
        • 2.5.2.2. Horizontal — drawing options
          • 2.5.2.2.1. Units
        • 2.5.2.3. 3D mode
        • 2.5.2.4. Rail
          • 2.5.2.4.1. Gauge
          • 2.5.2.4.2. Cant rotation point
      • 2.5.3. Alignment elements
        • 2.5.3.1. Horizontal alignment elements
          • 2.5.3.1.1. Line
          • 2.5.3.1.2. Arc (circular)
          • 2.5.3.1.3. Clothoid spiral
            • 2.5.3.1.3.1. The intrinsic equations
          • 2.5.3.1.4. Cubic parabola spiral
        • 2.5.3.2. Vertical alignment elements
          • 2.5.3.2.1. Parabolic vertical curve
          • 2.5.3.2.2. Circular vertical curve
          • 2.5.3.2.3. Profile editor fields
        • 2.5.3.3. Cross-section collections
          • 2.5.3.3.1. Horizontal offset alignment
          • 2.5.3.3.2. Vertical offset alignment
          • 2.5.3.3.3. Superelevation left / right
          • 2.5.3.3.4. Superelevation-offset left / right
          • 2.5.3.3.5. Widening left / right
          • 2.5.3.3.6. Cant (rail only)
      • 2.5.4. Alignment editor
        • 2.5.4.1. Tabs
        • 2.5.4.2. PI solver
        • 2.5.4.3. Apply — one-stop save
        • 2.5.4.4. Station-equation entry — chainage-based
        • 2.5.4.5. Other commands
      • 2.5.5. Station equations
        • 2.5.5.1. Real-world drivers
        • 2.5.5.2. The data model
        • 2.5.5.3. Worked example
        • 2.5.5.4. How to enter equations
        • 2.5.5.5. Where they live in the formats
        • 2.5.5.6. UI feedback
      • 2.5.6. GRD point import and TIN surface
        • 2.5.6.1. Required input
        • 2.5.6.2. Surface build settings
        • 2.5.6.3. What gets created
        • 2.5.6.4. Errors
        • 2.5.6.5. Repeating the import
        • 2.5.6.6. Sample point styles and surface style
      • 2.5.7. Calculations
        • 2.5.7.1. Setout and Measure
          • 2.5.7.1.1. Unified Setout / Measure dialog
          • 2.5.7.1.2. Results page
          • 2.5.7.1.3. Setout one point — Centerline / Offset Axis
          • 2.5.7.1.4. Batch setout — chainage range
          • 2.5.7.1.5. Setout from file
          • 2.5.7.1.6. Multiple offsets from file
          • 2.5.7.1.7. Measure
            • 2.5.7.1.7.1. Measure on offset alignment
          • 2.5.7.1.8. Compare
          • 2.5.7.1.9. Check alignment
        • 2.5.7.2. 3D mode and vertical shafts
          • 2.5.7.2.1. Turning 3D mode on
          • 2.5.7.2.2. Defining a vertical shaft
          • 2.5.7.2.3. Section axes
          • 2.5.7.2.4. Setout and Measure in 3D mode
          • 2.5.7.2.5. Batch setout, Multi-offset and the chainage range
          • 2.5.7.2.6. Drawing tabs
          • 2.5.7.2.7. Limitations
        • 2.5.7.3. Rail alignment — cant, CTC and UTC
          • 2.5.7.3.1. Coordinate systems used
          • 2.5.7.3.2. The rotation angle θ
          • 2.5.7.3.3. The rotation-point X coordinate
          • 2.5.7.3.4. CTC ↔ UTC conversion
          • 2.5.7.3.5. Putting it all together — SetoutRail
          • 2.5.7.3.6. Rail-detailed report
          • 2.5.7.3.7. Cant ascii file
        • 2.5.7.4. Station math
          • 2.5.7.4.1. Internal raw distance vs displayed station
          • 2.5.7.4.2. Why this matters everywhere
          • 2.5.7.4.3. End station
          • 2.5.7.4.4. Where the math is implemented
      • 2.5.8. Drawing tab
        • 2.5.8.1. Toolbar
        • 2.5.8.2. Live chainage readout
        • 2.5.8.3. Recent files menu
        • 2.5.8.4. Style managers
        • 2.5.8.5. ICAD inspector / command line
      • 2.5.9. Reports
        • 2.5.9.1. Tools ▸ Alignment Report — HTML
        • 2.5.9.2. Results page — Setout / Measure / Compare output
        • 2.5.9.3. Check alignment
      • 2.5.10. Import
        • 2.5.10.1. PIs ➜ alignment
        • 2.5.10.2. S01 — Greek PSIMO horizontal vertices
        • 2.5.10.3. S02 — Greek PSIMO vertical PVIs
        • 2.5.10.4. S03 — Greek PSIMO superelevations
        • 2.5.10.5. Calculate Horizontal / Vertical vertices
        • 2.5.10.6. LandXML
        • 2.5.10.7. ASCII imports
        • 2.5.10.8. ALM (native and legacy)
      • 2.5.11. Export
        • 2.5.11.1. LandXML
        • 2.5.11.2. ALM ASCII — alignment elements
          • 2.5.11.2.1. Horizontal alignment ASCII
          • 2.5.11.2.2. Vertical alignment ASCII
        • 2.5.11.3. ALM ASCII — cross-section collections
        • 2.5.11.4. GSI — Leica Road Runner
        • 2.5.11.5. Other interchange formats
          • 2.5.11.5.1. Trimble TGO ASCII
          • 2.5.11.5.2. Anadelta
          • 2.5.11.5.3. TCP-Tunnel (Aplitop) — .eje + .ras
          • 2.5.11.5.4. Amberg GRP office
          • 2.5.11.5.5. NRG / NST string file
          • 2.5.11.5.6. Bentley Inroads ASCII
          • 2.5.11.5.7. Greek PSIMO S01 (re-export)
    • 2.6. Survey Calculator
      • 2.6.1. Free Station
        • 2.6.1.1. Overview
        • 2.6.1.2. Inputs
        • 2.6.1.3. What Compute does
        • 2.6.1.4. Results
        • 2.6.1.5. Import / Export
        • 2.6.1.6. Notes
      • 2.6.2. Resection
        • 2.6.2.1. Overview
        • 2.6.2.2. Inputs
        • 2.6.2.3. What Compute does
        • 2.6.2.4. Results
        • 2.6.2.5. Import / Save / Load
        • 2.6.2.6. Notes
      • 2.6.3. Precise Trig Leveling
        • 2.6.3.1. Overview
        • 2.6.3.2. Inputs
        • 2.6.3.3. Mathematics
        • 2.6.3.4. Results
        • 2.6.3.5. Import
        • 2.6.3.6. Notes
      • 2.6.4. OMA L4 (Athens Metro)
        • 2.6.4.1. Overview
        • 2.6.4.2. Conversion directions
        • 2.6.4.3. Coordinate system definitions
        • 2.6.4.4. OMA ↔ EGSA’87 similarity parameters
        • 2.6.4.5. Real-world WGS84 chain
        • 2.6.4.6. TBC “global grid” parameters (compatibility only)
        • 2.6.4.7. Using the calculator
        • 2.6.4.8. Worked examples
        • 2.6.4.9. Limitations
        • 2.6.4.10. References
      • 2.6.5. Greek Projections
        • 2.6.5.1. Overview
        • 2.6.5.2. The field-book model
        • 2.6.5.3. Measurements tab
        • 2.6.5.4. What Solve does
        • 2.6.5.5. Coordinates tab
        • 2.6.5.6. Sketch tab
        • 2.6.5.7. Options tab
        • 2.6.5.8. Import / Export
          • 2.6.5.8.1. Excel workbooks
          • 2.6.5.8.2. Geodimeter raw job files
        • 2.6.5.9. Worked example
        • 2.6.5.10. Projection constants and notes
    • 2.7. Level Editor
      • 2.7.1. Level Editor
        • 2.7.1.1. Overview
        • 2.7.1.2. Import
        • 2.7.1.3. Runs
        • 2.7.1.4. Benchmarks
        • 2.7.1.5. Adjust
        • 2.7.1.6. Closure
        • 2.7.1.7. Network
        • 2.7.1.8. Sketch
        • 2.7.1.9. Report and export
        • 2.7.1.10. Notes
  • 3. Data Tools
    • 3.1. GSI Editor
      • 3.1.1. Overview
        • 3.1.1.1. Leica GSI Format Reference
      • 3.1.2. Overview
      • 3.1.3. Word Structure
      • 3.1.4. Units Indicator
      • 3.1.5. Word Index Table
      • 3.1.6. Special Record Types
        • 3.1.6.1. Opening the GSI Editor
        • 3.1.6.2. Opening GSI Files
        • 3.1.6.3. Understanding the Grid
          • 3.1.6.3.1. Grid Features
        • 3.1.6.4. Editing Values
          • 3.1.6.4.1. Validation Rules
        • 3.1.6.5. Row Colors
        • 3.1.6.6. Saving and Exporting
        • 3.1.6.7. Importing from a Spreadsheet
          • 3.1.6.7.1. Step 1: File Selection
          • 3.1.6.7.2. Step 2: Column Mapping
          • 3.1.6.7.3. Step 3: Summary and Import
        • 3.1.6.8. Working with Multiple Files
        • 3.1.6.9. Typical Workflows
          • 3.1.6.9.1. Convert GSI to Excel
          • 3.1.6.9.2. Edit Point Names
          • 3.1.6.9.3. Convert GSI8 to GSI16
          • 3.1.6.9.4. Import CSV and Save as GSI
          • 3.1.6.9.5. Inspect Station Setups
          • 3.1.6.9.6. Verify Face I / Face II Observations
        • 3.1.6.10. GSI Format Worked Example
        • 3.1.6.11. References
    • 3.2. RW5 Editor
      • 3.2.1. Overview
      • 3.2.2. Opening the Editor
      • 3.2.3. Opening RW5 Files
      • 3.2.4. Understanding the Paired-Row Display
      • 3.2.5. Record Categories and Colors
      • 3.2.6. Station Separators
      • 3.2.7. Editing Values
      • 3.2.8. Navigation
      • 3.2.9. Context Menu
      • 3.2.10. Saving and Exporting
      • 3.2.11. Station Adjustment Integration
      • 3.2.12. Typical Workflows
    • 3.3. RW5 Format Reference
      • 3.3.1. Overview
      • 3.3.2. Record Types
        • 3.3.2.1. Setup Records
        • 3.3.2.2. Observation Records
        • 3.3.2.3. Angle Set Records
        • 3.3.2.4. GPS Records
        • 3.3.2.5. Stakeout Records
        • 3.3.2.6. Special Records
      • 3.3.3. Field Code Reference
      • 3.3.4. Angle Types
      • 3.3.5. Vertical Angle Types
      • 3.3.6. Distance Types
      • 3.3.7. Sample RW5 File
      • 3.3.8. References
  • 4. Conversions
    • 4.1. Dini Converter
      • 4.1.1. Overview
      • 4.1.2. About the Trimble DiNi Instrument
        • 4.1.2.1. Leveling Methods
      • 4.1.3. The M5 Data Format
        • 4.1.3.1. M5 Line Structure
        • 4.1.3.2. Record Types
        • 4.1.3.3. Format Auto-Detection
      • 4.1.4. Getting Started
      • 4.1.5. Excel Output
        • 4.1.5.1. Single-Line Output
        • 4.1.5.2. Dual-Line Output
      • 4.1.6. Closure Tolerance
        • 4.1.6.1. Method 1 — Distance-Based Tolerance
        • 4.1.6.2. Method 2 — Setup-Based Tolerance
        • 4.1.6.3. Relationship Between the Two Methods
      • 4.1.7. References
  • 5. Analytics
    • 5.1. Teramon Tools
      • 5.1.1. Overview
      • 5.1.2. Loading a project
      • 5.1.3. The views
        • 5.1.3.1. Overview
        • 5.1.3.2. Resection
        • 5.1.3.3. Completeness
        • 5.1.3.4. Environment & Instrument
        • 5.1.3.5. Cycles & Timing
      • 5.1.4. Charts
      • 5.1.5. Excel export
      • 5.1.6. Notes
  • 6. Drone
    • 6.1. DJI PPK (Matrice)
      • 6.1.1. Overview
      • 6.1.2. What you need
      • 6.1.3. Measuring the base antenna height
      • 6.1.4. Workflow
      • 6.1.5. PDF report
      • 6.1.6. Writing positions into the photos
      • 6.1.7. What the automatic mode does
      • 6.1.8. Datum
      • 6.1.9. Base from a CORS
      • 6.1.10. Quality checks
      • 6.1.11. Reference result
      • 6.1.12. Troubleshooting
    • 6.2. Flight log
      • 6.2.1. Inputs
      • 6.2.2. Tabs
      • 6.2.3. Reading PPK - on-board RTK
      • 6.2.4. Exports
    • 6.3. Camera positions converter
      • 6.3.1. Source
      • 6.3.2. Formats
      • 6.3.3. Options
  • 7. Versions
    • 7.1. 2026.11.04
    • 7.2. 2026.10.07
    • 7.3. 2026.09.13
    • 7.4. 2026.07.13
    • 7.5. 2026.07.06
    • 7.6. 2026.07.05
    • 7.7. 2026.07.03
    • 7.8. 2026.03.20
    • 7.9. 2025.09 Beta4
    • 7.10. 2024.12 Beta 3
    • 7.11. 2024.5 Beta 2
    • 7.12. 2023.1 Beta 1
  • 8. Appendix: EPSG Transformations
    • 8.1. Complete Transformation List
      • 8.1.1. Australia
      • 8.1.2. Austria
      • 8.1.3. China
      • 8.1.4. Cyprus
      • 8.1.5. Egypt
      • 8.1.6. Europe
      • 8.1.7. France
      • 8.1.8. Germany
      • 8.1.9. Greece
      • 8.1.10. Ireland
      • 8.1.11. Italy
      • 8.1.12. Japan
      • 8.1.13. New Zealand
      • 8.1.14. North America
      • 8.1.15. Portugal
      • 8.1.16. Russia
      • 8.1.17. South Africa
      • 8.1.18. South America
      • 8.1.19. Spain
      • 8.1.20. Sweden
      • 8.1.21. Switzerland
      • 8.1.22. Thailand
      • 8.1.23. Turkey
      • 8.1.24. United Kingdom
      • 8.1.25. World
    • 8.2. Adding Custom Transformations
SurveyTools
  • 6. Drone Tools

6. Drone Tools

Drone Tools collects tools for processing data from survey drones. Each tool is listed on the left of the Drone > Drone Tools page; select one to open it. A tool keeps its inputs and results while you look at another.

  • 6.1. DJI PPK (Matrice)
    • 6.1.1. Overview
    • 6.1.2. What you need
    • 6.1.3. Measuring the base antenna height
    • 6.1.4. Workflow
    • 6.1.5. PDF report
    • 6.1.6. Writing positions into the photos
    • 6.1.7. What the automatic mode does
    • 6.1.8. Datum
    • 6.1.9. Base from a CORS
    • 6.1.10. Quality checks
    • 6.1.11. Reference result
    • 6.1.12. Troubleshooting
  • 6.2. Flight log
    • 6.2.1. Inputs
    • 6.2.2. Tabs
    • 6.2.3. Reading PPK - on-board RTK
    • 6.2.4. Exports
  • 6.3. Camera positions converter
    • 6.3.1. Source
    • 6.3.2. Formats
    • 6.3.3. Options
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