PHOTOGRAMMETRY
BEG231GE
Year: II Semester: III
Teaching Hours/week | Examination Scheme | Total Marks | |||||||
Internal | Final | ||||||||
Theory | Practical | Theory | Practical | ||||||
L | Tu | P | Duration | Marks | Duration | Marks | |||
3 | 1 | 2/2 | 40 | - | 3 | 60 | - | 100 |
Lectures: 45 Hours
Exercise: 15 Hours
Semester: III
Credit hrs.: 3
Full Marks: 100
Course Objective:
To provide general and theoretical knowledge on photogrammetry including:
- Aerial camera, aerial photographic mission, stereoscopic vision, parallax observation, etc.
- Aerial triangulation, stereo plotting instrument, photo interpretation, rectification, etc.
Course Details
1. Introduction and Definition (3 hrs.)
- Introduction
- Brief history
- Aerial and terrestrial photograph
- Basic principle of photogrammetry
- Definitions of terms used in photogrammetry:
- Fiducial marks, principal point, principal distance, focal length, camera axis, picture plane, fiducial axis, iso-center, forward and side overlap, ground nadir, photo nadir, swing, drift, crab, sortie, flying height, flight line, exposure station
- Scope and application of photogrammetry
2. Aerial Camera (2 hrs.)
- Introduction
- Parts of aerial camera
- Types of camera
- Characteristics of aerial camera
3. Aerial Photography (9 hrs.)
- Photograph
- Aerial photograph
- Types of aerial photography: criteria for classifying aerial photography
- Narrow angle, wide angle, super wide angle photography
- Vertical, tilted, and oblique photographs
- Scale of aerial photography
- Format of the aerial photograph
- Scale of vertical photograph over a variable terrain
- Flight planning:
- Effective coverage of the photography
- Interval between exposures
- Determination of number of photographs required to cover a given area
- Flight plan, photo index
- Aerial photo processing
- Relief displacement
- Relief displacement on a vertical photo
- Tilt displacement
- Scale of tilted photograph
- Oblique photography
4. Binocular Vision (5 hrs.)
- Human eye and its characteristics
- Binocular vision from aerial photographs
- Stereoscopy, stereoscopic vision, stereoscope, stereoscopic fusion, pocket stereoscope, height measurement using parallax bar
- Pseudoscopic vision
- Anaglyph system
- Parallax
- Parallax in aerial stereoscopic views
5. Photo Interpretation (3 hrs.)
- Introduction
- Steps in photo interpretation
- Elements of photo interpretation
6. Rectification (5 hrs.)
- Introduction
- Conventional rectification
- Condition for rectification
- Differential rectification
- Ortho photo
- Photo mosaics:
- Uses of photo mosaics
- Mosaics category
- Kinds of mosaics
- Materials for preparing mosaics
- Operations for controlled mosaics
- Photo rectification and enlargement
7. Photo Control and Aerial Triangulation (9 hrs.)
- Introduction to photo control
- Selection of photo control points
- Pre-marking and post-marking
- Properties of ideal GCP
- Point transfer
- Introduction to aerial triangulation
- Phases of aerial triangulation
- Methods of aerial triangulation adjustment
8. Analogue Photogrammetry (9 hrs.)
- Introduction to analogue plotters
- Types of stereo plotters
- General components of stereo plotter
- Principles of stereo plotters
- Mechanical projection stereo plotter
- Orientations: Inner, Relative, Absolute orientation
- Data acquisition
Exercise:
- Tie points selection, transfer, and overlap analysis
- Air flight planning for different scales
- Feature interpretation and feature extraction on transparent sheets
- Stereo pair and stereo viewing
Recommended Reading and Reference Books
- Elements of Photogrammetry, Paul R. Wolf
- Surveying, Vol. I – III, Dr. B. C. Punmia, A K Jain, and AK Jain, Laxmi Publishers (P) Ltd, New Delhi, India, Latest edition
- Manual of Photogrammetry, R.N. Cornel, vol. 1-2, American Society of Photogrammetry and Remote Sensing
- Mapping from Aerial Photographs (1985), C D Burnside, Colinas, London
- Physical Aspect of Aerial Photography, G G Brook
- Lecturer Notes
Final Examination Scheme
Chapter | Very Short Question | Short Question | Long Question | Total Marks | |||
---|---|---|---|---|---|---|---|
No of Questions | Marks | No of Questions | Marks | No of Questions | Marks | ||
1 | 1 | 2 | 1 | 4 | - | - | 6 |
2 | - | - | - | - | 1 | 4 | 4 |
3 | 1 | 2 | 1 | 4 | 1 | 10 | 16 |
4 | - | - | 1 | 4 | - | - | 4 |
5 | - | - | 1 | 4 | - | - | 4 |
6 | 1 | 2 | 1 | 4 | - | - | 6 |
7 | - | - | 1 | 4 | (7 or 8) | 10 | 14 |
8 | 1 | 2 | 1 | 4 | - | - | 6 |
Total | 4 | 8 | 8 | 32 | 2 | 20 | 60 |
Model Questions:
Very Short Questions: [4*2=8]
- Define photogrammetry.
- Write formula to calculate scale of aerial photograph.
- Write down the orientation steps in analogue stereo plotter.
- Define pre-marking.
Short Questions: [8*4=32]
- Describe iso-centre, ground, and photo nadir with diagram.
- Draw and label the schematic diagram of aerial camera.
- What are the things to consider during flight planning?
- Explain the working principle of parallax bar with diagram.
- Describe the element of photo interpretation.
- Often equivalent photograph is enlarged during rectification. Describe the purpose of enlargement with diagram.
- Describe the point transfer procedure during the preparation work in aerial triangulation.
- Explain the general components of stereo plotter.
Long Questions: [2*10=20]
- Derive an expression for relief displacement on a vertical photograph with diagram.
- Describe the working procedure of mechanical projection stereo plotter.
Or,
Explain the preparation work in aerial triangulation.