SurveyTools User Manual

• 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