Title: Geodetic Surveying B SVY3107
1Geodetic Surveying BSVY3107
- Coordinate Transformations
2Learning Objectives
- After completing this lecture you will be able
to - Demonstrate the general process of 7 parameter
datum transformations - Explain why residual distortion grids are needed
for accurate transformations
3Lecture Outline
- Background and Review of Terminology
- Coordinate Conversions
- Coordinate Transformations
- Block Shift
- Molodensky
- 7 Parameter
- Residual Distortions
- Conclusion
4Coordinates Systems
- X Y - Z ECEF Cartesian
Geodetic Coordinates
5Conversions XYZ ? ??h
- We have a spreadsheet that will do these
calculations for us!
6Ellipsoids and Geoids
7AGD - The Old Datum
- Terrestrial Observations
- Systematic Errors
- Constrained by Doppler (transformed)
- Distribution
- Homogeneity
- Location of Marks
8GDA
- GPS Observations
- Small Random Errors
- Constrained by GPS
- Distribution
- Homogeneity
- Marks are Accessible
9GDA and the ITRF
Link to ITRF by GPS observations at IGS sites and
the Australian National Network (500km). GDAs
link to ITRF makes it compatible with WGS84
10Universal Transverse Mercator Projections
Scale Factor 0.9996
ZONE 55
ZONE 54
ZONE 56
6o wide zones
11UTM Coordinates
12Australian Terminology
GDA Datum
AGD Datum
13Coordinate Transformations
- Block Shift
- Molodenskys formulae
- 7 Parameter transformation
- Distortion Modeling (Surface interpolation)
- Height is not critical!
14Block shift Transformation
GDA94
Accuracy 10 m
AGD66
AGD84
15(No Transcript)
16Molodenskys Formulae
GDA94
Accuracy 5 m
AGD66
AGD84
17Molodenskys Formulae
- National AGD66 AGD84 parameters
- No coordinate conversion required
- Simple formulae
- Accuracy 5 m
- Assumes no rotations (4 parameter)
18General Form ofDatum Transformation
- 3 Directional Translation (dX, dY, and dZ)
- 3 Rotations (about X, Y and Z axes)
- 3 Scale Errors (X, Y and Z directions)
- 3 Shear Distortions
- Total of 12 parameters
- Ignore Shear and use similarity transformation
7 parameters
197 Parameter Transformation
- 7 Parameters 3 Origin Shifts, 3 Rotations and 1
Scale
Z
- 3D Transformation between AGD84 and GDA94
- Use published parameters
- 2-3 metre accuracy
Y
X
20AGD84 to GDA94
217 Parameter Transformation
GDA94
Accuracy 2-3 m
AGD66
AGD84
227 Parameter Transformation
- National AGD84 parameters
- Accuracy 2-3 m
- Also some regional AGD66 parameters (NSW, ACT
Tasmania)
23Spreadsheets for Calculations
247 Parameter Transformation
Bowrings or Bomfords Formula, or similar
Redfearns Formula
GRS 80
ANS
UTM
UTM
25Calculating the 7 Parameters
Not recommended!
26Distortions between Transformed AGD84 and GDA94
Western Qld
Central Coast
27Summary of Accuracy
28Distortion Grid
29Distortion Modelling (Surface Interpolation)
- Accuracy 5 cm
- Based on State/Territory subsidiary positions
- Can include distortion modeling
- Complex calculations
- For simple interpolation, a standard, national
grid of accurate shifts is available - GDAy
30NTv2 Grid Format
- In use bymany some software packages
- (e.g. ArcInfo)
- Variable grid density
- Can be extended as required
31GDAy
32Practical Problem
AGD Base
33Conclusion
- You can now
- Demonstrate the general process of 7 parameter
datum transformations - Explain why residual distortion grids are needed
for accurate transformations
34Self Study
- Read relevant module in Study Book
35Review Questions