TECHNICAL PAPERS
Nov 1, 1998

Estimating Accuracy of Photogrammetric Data—Mechanism and Implementation

Publication: Journal of Surveying Engineering
Volume 124, Issue 4

Abstract

A method for estimating the accuracy of data collected from aerial photographs is presented. The emphasis is on its implementation in accuracy estimation when gathering data for digital terrain model databases. The method, based on error propagation of the photogrammetric solution process, facilitates the determination of accuracy for applications based both on direct photogrammetric measurements and on digital terrain model databases in addition to determining the measurements' accuracy. The mechanism and implementation at different levels of complexity is described, and various aspects of the proposed method are demonstrated, especially with applications dealing with the altimetric component of the terrain.

Get full access to this article

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

References

1.
Acharya, B., and Chaturvedi, A.(1997). “Digital terrain models: Elevation extraction and accuracy assessment.”J. Surv. Engrg., ASCE, 123(2), 71–76.
2.
Ackermann, F. (1978). “Experimental investigation into the accuracy of contouring through DTM.”Proc., DTM Symposium, American Society of Photogrammetry, Falls Church, Va., 165–192.
3.
American Society of Photogrammetry. (1980). Manual of Photogrammetry, 4th Ed., American Society of Photogrammetry, Falls Church, Va.
4.
Blace, A. E.(1987). “Determination of optimum sampling interval in grid digital elevation models (DEM) data acquisition.”Photogrammetric Engrg. and Remote Sensing, ASPRS, 53(3), 323–330.
5.
Doytsher, Y., and Shmutter, B. (1982). “Grids of elevations and topographic maps.”Proc., AutoCarto 5, ASPRS/American Congress on Surveying and Mapping, Washington, D.C., 257–265.
6.
Ley, R. G. (1986). “Accurate assessment of digital terrain models.”Proc., AutoCarto London, ICA, London, 455–464.
7.
Li, Z.(1991). “Effect of check points on reliability of DTM accuracy estimates obtained from experimental tests.”Photogrammetric Engrg. and Remote Sensing, ASPRS, 57(10), 1333–1340.
8.
Li, Z.(1992). “Variation of the accuracy of digital terrain models with sampling interval.”Photogrammetric Record, Photogrammetric Society, London, 14(79), 113–128.
9.
Li, Z.(1993). “Mathematical models of the accuracy of digital terrain model surfaces linearly constructed from square grid data.”Photogrammetric Record, Photogrammetric Society, London, 14(82), 661–673.
10.
Mikhail, E. M. (1976). Observations and Least Squares. IEP, New York.
11.
Moffit, F. H., and Mikhail, E. M. (1980). Photogrammetry, 3rd Ed., Harper & Row, Inc., New York.
12.
Schut, G. H. (1976). “Review of interpolation methods for digital terrain models.”Proc., XIIIth Congr., International Society for Photogrammetry, Commission III, Helsinki, Finland.
13.
Theobald, D. M. (1989). “Accuracy and bias issues in surface representation.”Accuracy of Spatial Databases, M. Goodchild and S. Gopal, eds., Taylor and Francis, London, 99–107.
14.
Torlegard, K., Ostman, A., and Lindgren, R.(1986). “A comparative test of photogrammetrically sampled digital elevation model.”Photogrammetria, ISPRS, 41(1), 1–16.

Information & Authors

Information

Published In

Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 124Issue 4November 1998
Pages: 156 - 170

History

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

Permissions

Request permissions for this article.

Authors

Affiliations

Sagi Filin
Prof., Dept. of Civ. Engrg. (Geodesy), Technion–Israel Inst. of Technol., Haifa 32000, Israel. (Currently a PhD Student at Ohio State Univ.)
Yerahmiel Doytsher
Prof., Dept. of Civ. Engrg. (Geodesy), Technion–Israel Inst. of Technol., Haifa, Israel.

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