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Geodetic Surveying B SVY3107

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Demonstrate the general process of 7 parameter datum transformations ... The Geoid (Mean Sea Level) Local Datum. AGD84 (best fits Australia) Geocentric Datum ... – PowerPoint PPT presentation

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Title: Geodetic Surveying B SVY3107


1
Geodetic Surveying BSVY3107
  • Coordinate Transformations

2
Learning 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

3
Lecture Outline
  • Background and Review of Terminology
  • Coordinate Conversions
  • Coordinate Transformations
  • Block Shift
  • Molodensky
  • 7 Parameter
  • Residual Distortions
  • Conclusion

4
Coordinates Systems
- X Y - Z ECEF Cartesian
Geodetic Coordinates
5
Conversions XYZ ? ??h
  • YES!!!
  • You guessed it!
  • We have a spreadsheet that will do these
    calculations for us!

6
Ellipsoids and Geoids
7
AGD - The Old Datum
  • Terrestrial Observations
  • Systematic Errors
  • Constrained by Doppler (transformed)
  • Distribution
  • Homogeneity
  • Location of Marks

8
GDA
  • GPS Observations
  • Small Random Errors
  • Constrained by GPS
  • Distribution
  • Homogeneity
  • Marks are Accessible

9
GDA 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
10
Universal Transverse Mercator Projections
Scale Factor 0.9996
ZONE 55
ZONE 54
ZONE 56
6o wide zones
11
UTM Coordinates
12
Australian Terminology
GDA Datum
AGD Datum
13
Coordinate Transformations
  • Block Shift
  • Molodenskys formulae
  • 7 Parameter transformation
  • Distortion Modeling (Surface interpolation)
  • Height is not critical!

14
Block shift Transformation
GDA94
Accuracy 10 m
AGD66
AGD84
15
(No Transcript)
16
Molodenskys Formulae
GDA94
Accuracy 5 m
AGD66
AGD84
17
Molodenskys Formulae
  • National AGD66 AGD84 parameters
  • No coordinate conversion required
  • Simple formulae
  • Accuracy 5 m
  • Assumes no rotations (4 parameter)

18
General 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

19
7 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
20
AGD84 to GDA94
21
7 Parameter Transformation
GDA94
Accuracy 2-3 m
AGD66
AGD84
22
7 Parameter Transformation
  • National AGD84 parameters
  • Accuracy 2-3 m
  • Also some regional AGD66 parameters (NSW, ACT
    Tasmania)

23
Spreadsheets for Calculations
24
7 Parameter Transformation
Bowrings or Bomfords Formula, or similar
Redfearns Formula
GRS 80
ANS
UTM
UTM
25
Calculating the 7 Parameters
Not recommended!
26
Distortions between Transformed AGD84 and GDA94
Western Qld
Central Coast
27
Summary of Accuracy
28
Distortion Grid
29
Distortion 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

30
NTv2 Grid Format
  • In use bymany some software packages
  • (e.g. ArcInfo)
  • Variable grid density
  • Can be extended as required

31
GDAy
32
Practical Problem
AGD Base
33
Conclusion
  • You can now
  • Demonstrate the general process of 7 parameter
    datum transformations
  • Explain why residual distortion grids are needed
    for accurate transformations

34
Self Study
  • Read relevant module in Study Book

35
Review Questions
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