Your SlideShare is downloading. ×
Photogrammetry - areaotriangulation
Upcoming SlideShare
Loading in...5
×

Thanks for flagging this SlideShare!

Oops! An error has occurred.

×

Saving this for later?

Get the SlideShare app to save on your phone or tablet. Read anywhere, anytime - even offline.

Text the download link to your phone

Standard text messaging rates apply

Photogrammetry - areaotriangulation

4,800
views

Published on

This very useful ppt for students of faculty of Geomatics.

This very useful ppt for students of faculty of Geomatics.

Published in: Technology, Business

2 Comments
3 Likes
Statistics
Notes
  • i can not download this file. pls send it to my email. shayganalireza@gmail.com
    thanks
       Reply 
    Are you sure you want to  Yes  No
    Your message goes here
  • thanks for your ppt file of geomatc. this lecture is very useful.
       Reply 
    Are you sure you want to  Yes  No
    Your message goes here
No Downloads
Views
Total Views
4,800
On Slideshare
0
From Embeds
0
Number of Embeds
0
Actions
Shares
0
Downloads
216
Comments
2
Likes
3
Embeds 0
No embeds

Report content
Flagged as inappropriate Flag as inappropriate
Flag as inappropriate

Select your reason for flagging this presentation as inappropriate.

Cancel
No notes for slide

Transcript

  • 1.
    • Lecture 11 Content
    • Aerotriangulation (AO)
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 2.
      • Defined as the procedure of establishing the geometric relationships among overlapping and side lapping photographs for determining the positions of supplemental horizontal control points
      • Reduces substantially the control required by field methods
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 3. Triangulation Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
    • Triangulation calculates:
      • The position and rotation of the camera each time an image was exposed (Exterior Orientation Parameters)
      • The X, Y and Z coordinates of tie points
  • 4. Overlap between Runs or Swaths Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366 30% overlap between runs or swaths Run #1 Run #2
  • 5. What is a BLOCK?
    • A BLOCK is all the information needed to triangulate a set of air photographs in one process
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
    • This must include:
      • 4. Projection, Spheroid, Datum Information
      • 1. Photographs or images
      • 2. Camera information
      • 3. Control
    X,Y,Z
  • 6. What is a BLOCK?
    • A Block created in Stereo Analyst contains two overlapping images (a Stereo Pair).
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366 60% Overlap
  • 7.
      • Aeotriangulation adopts photogrammteric triangulation which establishes the geometric relationships among overlapping and sidelapping photographs to determine supplemental horizontal and vertical control points
      • Aeotriangulation is performed using one of two methods:
        • Semianalytical (or independent model triangulation)
        • Analytical (or bundle block)
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 8.
    • Semianalytical
      • passes control from one model to the next
      • Model’s relative orientation is done instrumentally on the plotter or analytically using a computer program, but the scale transfer between successive models is accomplished analytically
      • Hence each model are independently generated
      • Each model will have at least 3 tie points in common
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 9.
      • Relative orientation is done for each model and absolute orientation is done for the first model
      • Use is made of the coordinates of the perspective centers of both photos (using the same coordinate system) as tie points
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 10.
      • Coordinates for the second overlap is transformed mathematically by making coordinates of the left-hand perspective center of the first overlap and then rotating the second coordinate system about its three axes to make the points coincide with the first overlap
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 11. Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 12.
      • The perspective center coordinate provides a strong geometric tie between the models
      • Tie points are computed using computer program that implements a transformation involving 7 parameters:
        • 3 translations
        • 3 rotations
        • One scale change
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 13. Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 14. Tie points
    • A TIE point is the image coordinate position of an object appearing on 2 or more images
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
    • The X, Y and Z coordinates of a tie point are unknown and are determined by OrthoBASE during the aerial triangulation procedure
  • 15.
    • Analytical
      • This is the second method of aerotriangulation
      • Image point-measuring instruments (comparator, analytical plotter, workstation) are used to measure the x-y plate coordinates of each tie point and control point in each photograph
      • Sequence of mathematical models are formed from which strip coordinates are derived
      • Mathematical model represent the geometric relations between object space, perspective centers, and photographic images
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 16.
      • Image points are represented by their photographic coordinates measured
      • Input are photographic coordinates, camera parameters, and ground control points
      • Use is made of the collinearity and coplanarity equations to manipulate the coordinates in a high speed computer
      • Output of the computations are ground coordinates and elevations of the tie points
      • Ideal tie points are the same points used in relative orientation
      • Ability to correct for all possible systematic errors, such as film shrinkage, lens distortion, atmospheric refraction, and so on
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 17. Block Residuals Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
    • There are RESIDUALS for:
    • Each ground point
    • Each image point
    • Each perspective center
    • Block of eight images…
    Least Squares Adjustment calculates new points based on distributing and minimizing residuals throughout the ENTIRE block
    • Image & ground measurements
  • 18. Spreading Error
    • The adjustment distributes error throughout the block trying to minimize all the residuals
    • You can control the adjustment process with the quality estimates
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366 Measured Location Standard Deviation Predicted Location
  • 19. When to stop?
      • Least Squares is an iterative process. So, how does the process know when to stop adjusting the points and recalculating residuals?
      • We define a threshold value in meters
          • Convergence Value
      • Once the process reaches convergence it stops
      • What is convergence?…
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 20. The Convergence Value
    • After each iteration residuals calculated for each measurement
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366 0.912 0.282 0.513 0.589 0.766 0.054 0.386 0.054 0.674 0.195 0.054 0.049 If every difference between these values is less than the Convergence value, the iterations will STOP Indicates that the triangulation has met the required accuracy Iteration #1 #2 0.432 0.153 0.321 0.654 0.543 0.044 0.436 0.021 0.434 0.087 0.111 0.024
  • 21. SCBA: How it works
    • More GCPs an advantage (6 per overlap)
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
      • SCBA will estimate the Interior Geometry of the sensor
    Self Calibrating and Bundle Adjustment
      • Focal length
      • Principal Point
  • 22. Self-Calibrating Bundle Adjustment (SCBA)
    • Cameras not designed for photogrammetry:
      • Non-metric camera, digital camera or videography
    • Cameras with outdated or no calibration reports
    • Will estimate the interior orientation parameters of the camera/sensor
      • Focal length
      • Principal Point in the x direction
      • Principal Point in the y direction
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366
  • 23.
    • … The End …
    Photogrammetry …. Lecture 11 Dr. Steve Ramroop 07/11/10 GEM 3366