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Tuesday, November 6, 2012

GI3312 PHOTOGRAMMETRY II SYLLABUS | ANNA UNIVERSITY BE GEOINFORMATICS ENGINEERING 6TH SEMESTER SYLLABUS REGULATION 2008 2011 2012-2013

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GI3312 PHOTOGRAMMETRY II SYLLABUS | ANNA UNIVERSITY BE GEOINFORMATICS ENGINEERING 6TH SEMESTER SYLLABUS REGULATION 2008 2011 2012-2013 BELOW IS THE ANNA UNIVERSITY SIXTH SEMESTER B.E GEOINFORMATICS ENGINEERING DEPARTMENT SYLLABUS, TEXTBOOKS, REFERENCE BOOKS,EXAM PORTIONS,QUESTION BANK,PREVIOUS YEAR QUESTION PAPERS,MODEL QUESTION PAPERS, CLASS NOTES, IMPORTANT 2 MARKS, 8 MARKS, 16 MARKS TOPICS. IT IS APPLICABLE FOR ALL STUDENTS ADMITTED IN THE YEAR 2011 2012-2013 (ANNA UNIVERSITY CHENNAI,TRICHY,MADURAI, TIRUNELVELI,COIMBATORE), 2008 REGULATION OF ANNA UNIVERSITY CHENNAI AND STUDENTS ADMITTED IN ANNA UNIVERSITY CHENNAI DURING 2009

GI3312 PHOTOGRAMMETRY II L T P C
3 1 0 4
OBJECTIVES:
 To introduce the principle and concepts of Interior, Relative and Absolute
Orientation for mapping using Stereoplotters.
 To introduce basics of Digital and Non-topographic photogrammetry
UNIT I STEREO PLOTTERS AND TECHNIQUES OF ORIENTATION 17
Inner orientation – Relative orientation – Numerical relative orientation – Absolute
orientation – Model deformation - Projection – Viewing – Measuring – Tracing system
– Optical projection equipments – Mechanical projection equipments – Zeiss
parallelogram – Analytical plotters – Automatic image Correlation – Map compilation
– Principle of Digital Photogrammetric Plotting.
50
UNIT II ORTHOPHOTOGRAPHY 9
Classification of Orthophoto systems – Online and Offline instruments – Automatic
Contouring – Instruments for Orthophoto productions – Orthophotos by Digital Image
Processing
UNIT III AERIAL TRIANGULATION PRINCIPLES AND ADJUSTMENTS 15
Basic concepts of strips and blocks photographic aerial triangulation – Analog
triangulation – Independent Model Triangulation – Strip formation, graphical strip
adjustment – polynomial strip adjustment – Analytical aerial triangulation, adjustment of
blocks of aerial photographs – Three-dimensional coordinate transformation
UNIT IV NON TOPOGRAPHIC PHOTOGRAMMETRY 9
Applications – terrestrial cameras – stereometric cameras – horizontal and vertical angles
from terrestrial photographs – Camera azimuth – analytical determination of horizontal
position of a point from Photographic measurement – graphical method – use of plotting
equipments – control consideration for terrestrial Photogrammetry – X- ray Photogrammetry
UNIT V DIGITAL PHOTOGRAMMETRY 10
Definitions of Digital Photogrammetric image – Creation of digital images – Automatic
measurements of fiducial marks – Automated Photogrammetric point measurement –
Creation of digital Photogrammetric image – Automated surface modelling – Digital
Photogrammetric Workstation
L: 45 + T: 15 TOTAL : 60 PERIODS
REFERENCES:
1. Paul. R Wolf, Bon A.DeWitt, Elements of Photogrammetry with application in
GIS– McGraw Hill International Book Co., 3rd Edition, 2000
2. E.M.Mikhail, J.S.Bethel, J.C.McGlone, Introduction to Modern Photogrammetry, Wiley
Publisher, 2001
3. Gollfried Konecny, Geoinformation: Remote Sensing, Photogrammetry and
Geographical Information Systems, CRC Press, 1st Edition, 2002
4 Manual of Photogrammetry, American Society of Photogrammetry, 5th Edition,
2004.

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