1. INTERIOR ORIENTATION
PRINCIPAL DISTANCE C
IMAGE DISTORTION
IMAGE COORDINATES OF PRINCIPAL POINT
( , )
I.O. PARAMETERS

2. + STEREO EVALUATION RELATIVE orientation EXTERIOR orientation
ABSOLUTE orientation
PLOTTING
FILE EDITING

3. RELATIVE ORIENTATION CLEARING OF THE PARALLAX VON GRUBER POINTS
R.O. Observations Rel
Parallax residuals
(Pixel)
PHOTOGRAMMETRIC MODEL IS FORMED

4. ABSOLUTE orientation At least 3 Control Points per model
Good C.P. Distribution
A.O. Observations
Residuals X,Y,Z in terrain units (m)

5. ORIENTATION RESULTS Sigma – naught (pixel)
Planimetric and altimetric Sigma – naught (m)
O. R.
O. A.
Coordinates of the projection centres (m)
Rotation angles

6. THE PROBLEM OF THE CONVERGENT TAKINGS
STEREO COUPLE
CONVERGENT COUPLE
a>15°
stereoscopy missing
POSSIBLE SOLUTIONS WITH STEREOMETRIC PRO
MONOSCOPIC PLOTTING
EPIPOLAR RESAMPLING

7. SEPARETED OBSERVATIONS OF THE CORRESPONDING POINTS
MONOSCOPIC PLOTTING
SEPARETED OBSERVATIONS OF THE CORRESPONDING POINTS
IMAGE CORRELATION (automatic mode)
EPIPOLAR GEOMETRY (semi-automatic mode)

8. PARALLELISM OF THE EPIPOLAR LINES STEREOSCOPIC PLOTTING
EPIPOLAR GEOMETRY
ORIGINAL IMAGES
NORMALIZED IMAGES
PARALLELISM OF THE EPIPOLAR LINES
STEREOSCOPIC PLOTTING

9. EXAMPLE OF EPIPOLAR RESAMPLING
ORIGINAL IMAGE
CONVERGENT IMAGE
NORMALIZED IMAGE
NADIRAL IMAGE

10. THE PLOTTING
STREO-READY CARD – OPEN GL

11. SUPERIMPOSITION

12. EXAMPLE OF AUGUSTUS’ TEMPLE
EXTERNAL FACADE OF THE MAIN DOOR

13. WESTERN INTERIOR FACADE – PLOTTING AND CROSS-SECTIONS

14. Perspective view of the plotting

15. Perspective view of the plotting

16. AERIAL TRIANGOLATION WITH INDIPENDENT MODELS
planimetric adjustment
altimetric adjustment
The indipendent models
model 2
model 1

17. D.S.M.: DIGITAL SURFACE MODEL
D.S.M. CONSTRUTION with DEM MANAGER - Galileo Siscam
COMPARISON WITH DEDICATED SOFTWARE FOR INTERPOLATION
D.S.M.: DIGITAL SURFACE MODEL

18. INTERPOLATION PARAMETERS SET UP
AREA BOUNDARIES
DSM INTERVAL
BREAK LINE

19. Searching range
FAULT TRACES

20. FINAL RESULT OF THE INTERPOLATION
wire frame axonometric view

21. RESULT OF THE DSM
RENDER
RENDER with VECTORIAL PLOTTING

22. COMPARISON OF THE RESULTS
D.E.M. with DEM MANAGER
D.E.M. with SURFER

23. FEATURES OF THE WORKING STATION
EASY AND SIMPLE USE AND INTERFACE
Short training time
EPIPOLAR RESAMPLING
For convergent camera axes
IMAGE CORRELATION
Help for non-expert operators and in monoscopic projects
NOT PARTICULARLY SUITED FOR TERRESTRIAL SULVEYS

24. NOT POSSIBLE TO FORM A MODEL WITH TWO DIFFERENT CAMERAS
POSSIBILITY TO PASS CONTINOUSLY FROM ONE MODEL TO ANOTHER ONE
POSSIBILITY TO INPUT THE CAMERA STATION CO-ORDINATES

25. DIGITAL STEREOPLOTTER
RFD EVOLUTION
By Geotop, Ancona, Italy 5)

26. topics:
HARDWARE FOR STEREO-vision
PLOTTING WITH RFD EVOLUTION
FEATURES

27. HARDWARE FOR STEREO VISION
Transmittiter
Control Unit
NuVISION 60GX
Mouse
CRYSTAL EYES

28. Starting with RFD EVOLUTION
RFD EVOLUTION pane
Composed by seven elements

29. Tree-Structure of “RFD EVOLUTION”
Orientation and Plotting
Point list in R. and A. Orientation
Image list
Model list
Plotting

30. Step 1: File System of the new project
DATA INPUT
Camera
NEW PROJECT:
Images
Step 1: File System of the new project

31. step 2: Definition of the parameters step 3: Camera selection
NEW PROJECT :
step 2: Definition of the parameters
step 3: Camera selection

32. step 4: Image selection and position
NEW PROJECT :
step 4: Image selection and position

33. NEW PROJECT :
step 5: “Piramide” creation
“Piramide” creation

34. observed fiducial marks
INTERIOR ORIENTATION
Principal Distance C
Image Distortion
observed fiducial marks

35. Fiducial Marks Observation
Mark Identification

36. Computation of the parameters
INTERIOR ORIENTATION
Computation of the parameters
Run of the adjustment
Results
Residual Analysis

37. observation of homologous points
STEREO MODE
observation of homologous points
RELATIVE ORIENTATION +
EXTERIOR ORIENTATION
ABSOLUTE ORIENTATION
PLOTTING
EDITING

38. OBSERVATION OF CORRESPONDING POINTS
RELATIVE ORIENTATION
OBSERVATION OF CORRESPONDING POINTS

39. ABSOLUTE ORIENTATION MODEL ORIENTATION At least three Control Points
Aerial Triangulation
with indipendent models

40. Control Point co-ordinates input
ABSOLUTE ORIENTATION
Control Point co-ordinates input