| Peer-Reviewed

Evaluation of DEM, Orthophoto Generated from Cartosat-1 with its Potential for Feature Extraction and Visualization

Received: 19 December 2012    Accepted:     Published: 20 February 2013
Views:       Downloads:
Abstract

The present study evaluates the accuracy of Triangulation, Digital Elevation Model (DEM) and orthoimage generated by Cartosat-1 data by using Rational Polynomial Coefficient’s (RPC’s) provided with the Cartosat-1 satellite stereo (PAN) data. The study area is taken as Jaipur city, Rajasthan. The data acquired over Jaipur, on 18 May’ 2005 was analysed. The stereopair comprises of terrain ranging from plain area, agriculture fields, urban area, waterbody and Aravalli hill range. A Differential Global Positioning System (DGPS) survey was conducted to collect ground control points (GCPs) for satellite triangulation, DEM generation, orthoimage generation and subsequent analysis for accuracy assessment. Eighteen GCPs were measured through DGPS survey. Twelve GCPs are used for triangulation and six GCPs were used as check points. The overall RMSE for satellite triangulation is 0.753 pixel. Horizontal accuracy of 2.08 m and 1.74 m is achieved in X and Y direction, respectively. The vertical accuracy of 3.72 m has been assessed separately also by using independent check point in highly varying terrain.

Published in American Journal of Remote Sensing (Volume 1, Issue 1)
DOI 10.11648/j.ajrs.20130101.11
Page(s) 1-6
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Previous article
Keywords

Triangulation, DEM, DGPS, RPCs, GCPs

References
[1] Dial, G. (2000). IKONOS satellite mapping accuracy. ASPRS 2000 Proceedings, Washington DC, 22-26 May 2000.
[2] Grodecki, J and G. Dial (2001). IKONOS geometric accuracy. Proceedings of Joint Workshop of ISPRS WorkingGroups I/2, I/5 and IV/7 on High Resolution Mapping from Space 2001, University of Hanover, Hanover, Germany, Sept 19-21.
[3] Grodecki, J. (2001). IKONOS stereo feature extraction - RPC approach. ASPRS 2001 Proceedings, St. Louis, MO, 23-27 April 2001.
[4] Grodecki, J. and G. Dial (2003). Block adjustment of high-resolution satellite images described by rational polynomials. Photogrammetric Engineering and Remote Sensing, 69(1):59-68.
[5] Tao, C.V., Hu,Y. and Jiang, W.(2004). Photogrammetric exploitation of IKONOS Imagery for Mapping Application. International Journal of Remote Sensing, 25(14):2833-2853.
[6] Krishnaswamy, M. and S. Kalyanaraman (2004). "Indian Remote Sensing Satellite Cartosat-1: Technical features and data products."
[7] Nadeem, Ahmed., Anjum, Mahtab., Ritesh Agrawal., R, Jayaprasad., S.K., Pathan., Ajai, D.K., SINGH., Anda.K. SINGH,. Extraction and Validation of Cartosat-1 DEM, Journal of the Indian Society of Remote Sensing, Vol. 35, No. 2, 2007.
[8] Jacobsen K., 2006: ISPRS-ISRO Cartosat-1 Scientific Assessment Programme (C-SAP) Technical report - test areas Mausanne and Warsaw, ISPRS Com IV, Goa 2006, IAPRS Vol. 36 Part 4, pp. 1052-1056.
[9] Jacobsen, K., Crespi, M., Fratarcangeli, F., Giannone, F, 2008.: DEM generation with Cartosat-1stereo imagery EARSel, Workshop Remote Sensing - New Challenges of High Resolution, Bochum 2008.
[10] Nelson, A., Reuter, H.I., Gessler, P., 2009. DEM production methods and sources. In: Hengl, T., Reuter, H.I. (Eds.), Geomorphometry: Concepts, Software, and Applications. Elsevier, Amsterdam, pp. 65-85.
[11] John P. Wilson, Digital terrain modeling, Geomorphology, Volume 137, Issue 1, 15 January 2012, Pages 107-121.
[12] Willneff, J., Weser, T., Rottensteiner, F., and C. S. Fraser (2008). "Precise Georeferencing of Cartosat Imagery via different orientation models", The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B1. Beijing 2008.
[13] Krishna Muthry, Y.V.N., Srinivasa Rao, S., Prakasa Rao, D.S., Jayaraman V. Analysis of DEM generated using Cartosat-I stereo data over Mausanne les Alphilles – Cartosat scientific appraisal programme (CSAP TS-5). ISPRS 2008, 37, 1343- 1348.
[14] Singh, S. K., Naidu, D. S., Srinivasan, T.P., Krishna, B. G., and P K Srivastava (2008). "Rational polynomial modeling for Cartosat-1 data", The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B1. Beijing.
Cite This Article
  • APA Style

    Ashutosh Bhardwaj. (2013). Evaluation of DEM, Orthophoto Generated from Cartosat-1 with its Potential for Feature Extraction and Visualization. American Journal of Remote Sensing, 1(1), 1-6. https://doi.org/10.11648/j.ajrs.20130101.11

    Copy | Download

    ACS Style

    Ashutosh Bhardwaj. Evaluation of DEM, Orthophoto Generated from Cartosat-1 with its Potential for Feature Extraction and Visualization. Am. J. Remote Sens. 2013, 1(1), 1-6. doi: 10.11648/j.ajrs.20130101.11

    Copy | Download

    AMA Style

    Ashutosh Bhardwaj. Evaluation of DEM, Orthophoto Generated from Cartosat-1 with its Potential for Feature Extraction and Visualization. Am J Remote Sens. 2013;1(1):1-6. doi: 10.11648/j.ajrs.20130101.11

    Copy | Download

  • @article{10.11648/j.ajrs.20130101.11,
      author = {Ashutosh Bhardwaj},
      title = {Evaluation of DEM, Orthophoto Generated from Cartosat-1 with its Potential for Feature Extraction and Visualization},
      journal = {American Journal of Remote Sensing},
      volume = {1},
      number = {1},
      pages = {1-6},
      doi = {10.11648/j.ajrs.20130101.11},
      url = {https://doi.org/10.11648/j.ajrs.20130101.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajrs.20130101.11},
      abstract = {The present study evaluates the accuracy of Triangulation, Digital Elevation Model (DEM) and orthoimage generated by Cartosat-1 data by using Rational Polynomial Coefficient’s (RPC’s) provided with the Cartosat-1 satellite stereo (PAN) data. The study area is taken as Jaipur city, Rajasthan. The data acquired over Jaipur, on 18 May’ 2005 was analysed. The stereopair comprises of terrain ranging from plain area, agriculture fields, urban area, waterbody and Aravalli hill range. A Differential Global Positioning System (DGPS) survey was conducted to collect ground control points (GCPs) for satellite triangulation, DEM generation, orthoimage generation and subsequent analysis for accuracy assessment. Eighteen GCPs were measured through DGPS survey. Twelve GCPs are used for triangulation and six GCPs were used as check points. The overall RMSE for satellite triangulation is 0.753 pixel. Horizontal accuracy of 2.08 m and 1.74 m is achieved in X and Y direction, respectively. The vertical accuracy of 3.72 m has been assessed separately also by using independent check point in highly varying terrain.},
     year = {2013}
    }
    

    Copy | Download

  • TY  - JOUR
    T1  - Evaluation of DEM, Orthophoto Generated from Cartosat-1 with its Potential for Feature Extraction and Visualization
    AU  - Ashutosh Bhardwaj
    Y1  - 2013/02/20
    PY  - 2013
    N1  - https://doi.org/10.11648/j.ajrs.20130101.11
    DO  - 10.11648/j.ajrs.20130101.11
    T2  - American Journal of Remote Sensing
    JF  - American Journal of Remote Sensing
    JO  - American Journal of Remote Sensing
    SP  - 1
    EP  - 6
    PB  - Science Publishing Group
    SN  - 2328-580X
    UR  - https://doi.org/10.11648/j.ajrs.20130101.11
    AB  - The present study evaluates the accuracy of Triangulation, Digital Elevation Model (DEM) and orthoimage generated by Cartosat-1 data by using Rational Polynomial Coefficient’s (RPC’s) provided with the Cartosat-1 satellite stereo (PAN) data. The study area is taken as Jaipur city, Rajasthan. The data acquired over Jaipur, on 18 May’ 2005 was analysed. The stereopair comprises of terrain ranging from plain area, agriculture fields, urban area, waterbody and Aravalli hill range. A Differential Global Positioning System (DGPS) survey was conducted to collect ground control points (GCPs) for satellite triangulation, DEM generation, orthoimage generation and subsequent analysis for accuracy assessment. Eighteen GCPs were measured through DGPS survey. Twelve GCPs are used for triangulation and six GCPs were used as check points. The overall RMSE for satellite triangulation is 0.753 pixel. Horizontal accuracy of 2.08 m and 1.74 m is achieved in X and Y direction, respectively. The vertical accuracy of 3.72 m has been assessed separately also by using independent check point in highly varying terrain.
    VL  - 1
    IS  - 1
    ER  - 

    Copy | Download

Author Information
  • Indian Institute of Remote Sensing (ISRO), Dehradun, India

  • Sections