TECHNICAL PAPERS
May 1, 1998

Three-Dimensional Positioning Using SPOT Stereostrips with Sparse Control

Publication: Journal of Surveying Engineering
Volume 124, Issue 2

Abstract

This paper describes an experiment for a proposed scheme using on-board satellite data to perform three-dimensional positioning for a pair of SPOT stereostrips. Based on the sampling geometry of French SPOT satellite images, we first adjusted the on-board parameters by incorporating a small number of ground control points (GCPs). Then a procedure for three-dimensional modeling was performed as follows. The central features of the proposed scheme are: (1) use of on-board data to initialize orbit parameters and attitude data for the satellite; (2) correction of on-board parameters with low order polynomials; (3) use of reverse transformation to check the collinear relationship between object space and image space for the GCPs; (4) adjustment of attitude data for the satellite to minimize the error in terms of the GCP collinearity; and (5) space intersection. Experimental results indicate that, for a SPOT panchromatic stereostrip with a 0.6 base-to-height ratio and a 45 km by 280 km stereo model area, the root-mean-square-error for 3-D positioning is less than 8 m in each direction when only 4 GCPs are used.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Chen, L. C., and Chang, L. Y.(1996). “Three dimensional positioning using on-board data for SPOT stereopairs.”J. Chinese Inst. of Civ. and Hydraulic Engrg., China, 8(3), 427–436.
2.
Chen, L. C., and Lee, L.-H.(1993). “Rigorous generation of digital orthophotos from SPOT images.”Photogrammetric Engrg. and Remote Sensing, 59(5), 655–661.
3.
Colby, J. D.(1991). “Topographic normalization in rugged terrain.”Photogrammetric Engrg. and Remote Sensing, 57(5), 531–537.
4.
Epps, J., and Corey, M. W.(1990). “Cut and fill calculation by modified average-end-area method.”J. Transp. Engrg., ASCE, 116(5), 683–689.
5.
Gerald, C. F., and Wheatley, P. O. (1994). Applied numerical analysis. Addison-Wesley Publishing Co., Reading, Mass.
6.
Gugan, D. J., and Dowman, I. J.(1988). “Accuracy and completeness of topographic mapping from SPOT imagery.”Photogrammetric Record, 12(72), 787–796.
7.
Jones, N. L., Wright, S. G., and Maidment, D. R.(1990). “Watershed delineation with triangle-based terrain models.”J. Hydraul. Engrg., ASCE, 116(10), 1232–1251.
8.
Konecny, G., Kruck, E., Lohmann, P., and Engel, H.(1987). “Evaluation of SPOT imagery on analytical photogrammetric instruments.”Photogrammetric Engrg. and Remote Sensing, 53(6), 1223–1230.
9.
Lee, L.-H. (1991). “A computational vision approach to geometrical analysis for SPOT images,” PhD thesis, Inst. of Atmospheric Physics, National Central University, Chung-Li, Taiwan.
10.
Mayr, W., and Heipke, C. (1988). “A contribution to digital orthophoto generation.”Int. Archives of Photogrammetry and Remote Sensing, Kyoto, Japan, 27(B11), IV430–IV439.
11.
Mikhail, E. M., and Ackermann, F. (1982). Observation and least squares. University Press of America, New York, N.Y.
12.
SPOT user's handbook. (1988). CNES and Spot Image, France.
13.
Westin, T.(1990). “Precision rectification of SPOT imagery.”Photogrammetric Engrg. and Remote Sensing, 56(2), 247–253.
14.
Wiesel, J. W.(1985). “Digital image processing for orthophoto generation.”Photogrammetria, 40(2), 69–76.

Information & Authors

Information

Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 124Issue 2May 1998
Pages: 63 - 72

History

Published online: May 1, 1998
Published in print: May 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Liang-Chien Chen
Prof., Ctr. for Space and Remote Sensing Res. and Dept. of Civ. Engrg., Nat. Central Univ., Chung-Li, Taiwan, R.O.C.
Li-Yue Chang
Asst. Res. Sci., Ctr. for Space and Remote Sensing Res., Nat. Central Univ., Chung-Li, Taiwan, R.O.C.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share