Surveying
Introduction
Units
Stations
Instrument Set-Ups
Observations
Double Observations
Observations
Open Survey
Import Survey
Format Selection
Configuration of the Conversion
Checking Observations
Editing Observations
Search for Observations
Save Survey
Export Survey
Delete Survey
Survey Data
Print Survey
Station Calculation
Beginner Mode
Advanced Mode
Calculated Coordinates
Automatic Calculation
Manual Calculation
Instrument Set-Ups
Station Observations
Station Coordinates
Convert Stations to Points
Point Observations
Coordinates Entry
Point Coordinates
Convert Points to Stations
Draw Stations
Draw Station Observations
Draw Points
Information
Inverse Bisection
Direct Intersection
Combinations
Results
Inverse Intersection
Trigonometric Levelling
Traverses
Entering Traverses
Traverse Adjustment
Distance Observations
Azimuth Observations
Angle Observations
Vertical Observations
Error Ellipses
Calculation Methods
Least Squares
Proportional to Distance
Proportional to Coordinate Increments
Rotation and Homothety
Crandall’s Law
Networks
Geodesy
Introduction
Ellipsoids
Geodetic Datums
Projected CRS’s
Geographic CRS’s
Geocentric CRS’s
Geodetic Datum Shifts
Vertical Datums
Vertical CRS’s
Vertical Datum Shifts
Coordinate System Configuration
Generic File Conversion
Geodetic Calculator
Geographic Coordinate Formats
CRS Configuration Files
Coordinate Transformations
Introduction
Coordinate Transformation by points
Transformation results
Coordinate transformation by parameters
Creation of Transformation Report and File
2D Translations
Helmert 2D
Affine 2D
Projective 2D
3D Translations
Helmert 3D
Helmert 2D + Vertical Displacement
Helmert 2D + Vertical Displacement and Slopes
Transform File
Corrections
Introduction
Sphericity and Refraction
Reduction to Ellipsoid
Instrument Angle
Anamorphosis
Scale factor due to height
Combined scale factor
Least Squares
Introduction
Observation Equations
Measurement uncertainties
Angle measurement uncertainty
Distance measurement uncertainty
Slope measurement uncertainty
Distance Equation
Azimuth Equation
Angular equation
Vertical equation
Adjustment fitness test. Chi-Square
Internal Reliability Test. Baarda