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FCE 552: Engineering Survey IV    Dept. of Geospatial & Space Technology




                    Digital Image Processing

1.        Procedures of Image Processing

2.        Image Processing Systems

3.        Digital Image Processing – Correction

4.        Digital Image Processing – Conversion

5.        Digital Image Processing – Classification

 B. Sc. (Civil Engineering)                           University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology




   Procedures of Image Processing




Engineering Surveying IV                            University of Nairobi
FCE 552: Engineering Survey IV     Dept. of Geospatial & Space Technology



                  Data Flow in Remote Sensing




B. Sc. (Civil Engineering)                            University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



           Data Processing in Remote Sensing




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology




            Image Processing Systems




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



Image Processing Systems with Personal Computer




   B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



Image Processing Systems with Network System




  B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology




            Digital Image Processing -
                     Correction




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV             Dept. of Geospatial & Space Technology



                             Radiometric Distortion

   Due to variations in scene illumination and viewing
    geometry, atmospheric conditions, and sensor
    noise and response will vary depending on the
    specific sensor and platform used to acquire the
    data and the conditions during data acquisition;
   It may be desirable to convert and/or calibrate
    the data to known (absolute) radiation or
    reflectance units to facilitate comparison between
    data.

B. Sc. (Civil Engineering)                                    University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



          Elements of Radiometric Correction




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV            Dept. of Geospatial & Space Technology



                             Atmospheric Effects




B. Sc. (Civil Engineering)                                   University of Nairobi
FCE 552: Engineering Survey IV        Dept. of Geospatial & Space Technology



                        Atmospheric Correction




B. Sc. (Civil Engineering)                               University of Nairobi
FCE 552: Engineering Survey IV        Dept. of Geospatial & Space Technology



                      Geometric Distortions (1)
        Due to several factors, including: the
        perspective of the sensor optics; the motion of
        the scanning system; the motion of the
        platform; the platform altitude, attitude, and
        velocity; the terrain relief; and, the curvature
        and rotation of the Earth.
        To correct for these errors geometric
        registration of the imagery to a known ground
        coordinate system must be performed i.e.,
        georeferencing.
B. Sc. (Civil Engineering)                               University of Nairobi
FCE 552: Engineering Survey IV        Dept. of Geospatial & Space Technology



                      Geometric Distortions (2)




B. Sc. (Civil Engineering)                               University of Nairobi
FCE 552: Engineering Survey IV    Dept. of Geospatial & Space Technology



                 Flow of Geometric Correction




B. Sc. (Civil Engineering)                           University of Nairobi
FCE 552: Engineering Survey IV    Dept. of Geospatial & Space Technology



                 Relationship between Image and
                 Ground Control Systems




B. Sc. (Civil Engineering)                           University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



             Example of Geometric Correction




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology




            Digital Image Processing -
                     Conversion




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV      Dept. of Geospatial & Space Technology



                    Types of Image Conversion




B. Sc. (Civil Engineering)                             University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



Image Enhancement – Grey Scale Conversion




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



Image Enhancement – Histogram Equalization




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



     Image Enhancement - Color Composition




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



       Feature Extraction - Spatial Filtering




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



    Normalized Difference Vegetation Index




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV     Dept. of Geospatial & Space Technology



                  Principal Component Analysis
                                   The objective is to
                                   reduce the dimensionality
                                   in the bands thus
                                   maximizing the amount of
                                   information from the
                                   original data into the
                                   least number of new
                                   components.
B. Sc. (Civil Engineering)                            University of Nairobi
FCE 552: Engineering Survey IV     Dept. of Geospatial & Space Technology



                  Principal Component Analysis




B. Sc. (Civil Engineering)                            University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology




            Digital Image Processing -
                   Classification




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV        Dept. of Geospatial & Space Technology



                    Definition of Classification




B. Sc. (Civil Engineering)                               University of Nairobi
FCE 552: Engineering Survey IV        Dept. of Geospatial & Space Technology



                      Concept of Classification




B. Sc. (Civil Engineering)                               University of Nairobi
FCE 552: Engineering Survey IV         Dept. of Geospatial & Space Technology



                        Types of Classifications

Supervised classification where the operator defines
the clusters during the training process using training
data obtained from ground truth.
Unsupervised classification involves a clustering
algorithm automatically finding and defining a number
of clusters in the feature space using only image
characteristics or features.


B. Sc. (Civil Engineering)                                University of Nairobi
FCE 552: Engineering Survey IV       Dept. of Geospatial & Space Technology



                    Features for Classification

           Multi-spectral features

           Multi-temporal features

           Texture

           Height information (DTM/DEM)

           Indices (e.g., NDVI)




B. Sc. (Civil Engineering)                              University of Nairobi
FCE 552: Engineering Survey IV      Dept. of Geospatial & Space Technology



                   Procedures of Classification




B. Sc. (Civil Engineering)                             University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



    Comparison between different classifiers




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV         Dept. of Geospatial & Space Technology



                       Advanced Classifications

           Fuzzy Classification

           Contextual Classification

           Artificial Neural Network Classification

           Cognition-based Classification




B. Sc. (Civil Engineering)                                University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



            Recognition of Man-made Objects




B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV     Dept. of Geospatial & Space Technology



                  Example of Road Recognition




B. Sc. (Civil Engineering)                            University of Nairobi
FCE 552: Engineering Survey IV   Dept. of Geospatial & Space Technology



Example of Semi-automated Recognition of Houses




  B. Sc. (Civil Engineering)                          University of Nairobi
FCE 552: Engineering Survey IV         Dept. of Geospatial & Space Technology



          Remote Sensing Data Selection Criteria
   Depending on the application, the information of classes
    of interest need to be defined and their spatio-temporal
    characteristics assessed. On the basis of these, the
    most appropriate data can be selected and the criteria
    include:-
       Sensor type (resolution, level of detail, etc).
       Relevant wavelength bands.
       Date of acquisition (important for phenomena that are time
       dependent, also considerations in regard to cloud cover and
       amount of illumination should be taken into account.
       Budgetary Criteria.

    B. Sc. (Civil Engineering)                                University of Nairobi

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Fce 552 part6-4

  • 1. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Digital Image Processing 1. Procedures of Image Processing 2. Image Processing Systems 3. Digital Image Processing – Correction 4. Digital Image Processing – Conversion 5. Digital Image Processing – Classification B. Sc. (Civil Engineering) University of Nairobi
  • 2. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Procedures of Image Processing Engineering Surveying IV University of Nairobi
  • 3. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Data Flow in Remote Sensing B. Sc. (Civil Engineering) University of Nairobi
  • 4. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Data Processing in Remote Sensing B. Sc. (Civil Engineering) University of Nairobi
  • 5. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Image Processing Systems B. Sc. (Civil Engineering) University of Nairobi
  • 6. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Image Processing Systems with Personal Computer B. Sc. (Civil Engineering) University of Nairobi
  • 7. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Image Processing Systems with Network System B. Sc. (Civil Engineering) University of Nairobi
  • 8. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Digital Image Processing - Correction B. Sc. (Civil Engineering) University of Nairobi
  • 9. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Radiometric Distortion  Due to variations in scene illumination and viewing geometry, atmospheric conditions, and sensor noise and response will vary depending on the specific sensor and platform used to acquire the data and the conditions during data acquisition;  It may be desirable to convert and/or calibrate the data to known (absolute) radiation or reflectance units to facilitate comparison between data. B. Sc. (Civil Engineering) University of Nairobi
  • 10. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Elements of Radiometric Correction B. Sc. (Civil Engineering) University of Nairobi
  • 11. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Atmospheric Effects B. Sc. (Civil Engineering) University of Nairobi
  • 12. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Atmospheric Correction B. Sc. (Civil Engineering) University of Nairobi
  • 13. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Geometric Distortions (1) Due to several factors, including: the perspective of the sensor optics; the motion of the scanning system; the motion of the platform; the platform altitude, attitude, and velocity; the terrain relief; and, the curvature and rotation of the Earth. To correct for these errors geometric registration of the imagery to a known ground coordinate system must be performed i.e., georeferencing. B. Sc. (Civil Engineering) University of Nairobi
  • 14. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Geometric Distortions (2) B. Sc. (Civil Engineering) University of Nairobi
  • 15. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Flow of Geometric Correction B. Sc. (Civil Engineering) University of Nairobi
  • 16. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Relationship between Image and Ground Control Systems B. Sc. (Civil Engineering) University of Nairobi
  • 17. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Example of Geometric Correction B. Sc. (Civil Engineering) University of Nairobi
  • 18. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Digital Image Processing - Conversion B. Sc. (Civil Engineering) University of Nairobi
  • 19. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Types of Image Conversion B. Sc. (Civil Engineering) University of Nairobi
  • 20. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Image Enhancement – Grey Scale Conversion B. Sc. (Civil Engineering) University of Nairobi
  • 21. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Image Enhancement – Histogram Equalization B. Sc. (Civil Engineering) University of Nairobi
  • 22. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Image Enhancement - Color Composition B. Sc. (Civil Engineering) University of Nairobi
  • 23. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Feature Extraction - Spatial Filtering B. Sc. (Civil Engineering) University of Nairobi
  • 24. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Normalized Difference Vegetation Index B. Sc. (Civil Engineering) University of Nairobi
  • 25. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Principal Component Analysis The objective is to reduce the dimensionality in the bands thus maximizing the amount of information from the original data into the least number of new components. B. Sc. (Civil Engineering) University of Nairobi
  • 26. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Principal Component Analysis B. Sc. (Civil Engineering) University of Nairobi
  • 27. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Digital Image Processing - Classification B. Sc. (Civil Engineering) University of Nairobi
  • 28. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Definition of Classification B. Sc. (Civil Engineering) University of Nairobi
  • 29. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Concept of Classification B. Sc. (Civil Engineering) University of Nairobi
  • 30. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Types of Classifications Supervised classification where the operator defines the clusters during the training process using training data obtained from ground truth. Unsupervised classification involves a clustering algorithm automatically finding and defining a number of clusters in the feature space using only image characteristics or features. B. Sc. (Civil Engineering) University of Nairobi
  • 31. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Features for Classification Multi-spectral features Multi-temporal features Texture Height information (DTM/DEM) Indices (e.g., NDVI) B. Sc. (Civil Engineering) University of Nairobi
  • 32. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Procedures of Classification B. Sc. (Civil Engineering) University of Nairobi
  • 33. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Comparison between different classifiers B. Sc. (Civil Engineering) University of Nairobi
  • 34. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Advanced Classifications Fuzzy Classification Contextual Classification Artificial Neural Network Classification Cognition-based Classification B. Sc. (Civil Engineering) University of Nairobi
  • 35. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Recognition of Man-made Objects B. Sc. (Civil Engineering) University of Nairobi
  • 36. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Example of Road Recognition B. Sc. (Civil Engineering) University of Nairobi
  • 37. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Example of Semi-automated Recognition of Houses B. Sc. (Civil Engineering) University of Nairobi
  • 38. FCE 552: Engineering Survey IV Dept. of Geospatial & Space Technology Remote Sensing Data Selection Criteria  Depending on the application, the information of classes of interest need to be defined and their spatio-temporal characteristics assessed. On the basis of these, the most appropriate data can be selected and the criteria include:- Sensor type (resolution, level of detail, etc). Relevant wavelength bands. Date of acquisition (important for phenomena that are time dependent, also considerations in regard to cloud cover and amount of illumination should be taken into account. Budgetary Criteria. B. Sc. (Civil Engineering) University of Nairobi