Browse > Article
http://dx.doi.org/10.7848/ksgpc.2017.35.4.261

Accuracy Assessment of Topographic Volume Estimation Using Kompsat-3 and 3-A Stereo Data  

Oh, Jae-Hong (Dept. of Civil Engineering, Chonnam National University)
Lee, Chang-No (Dept. of Civil Engineering, Seoul National University of Science and Technology)
Publication Information
Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography / v.35, no.4, 2017 , pp. 261-268 More about this Journal
Abstract
The topographic volume estimation is carried out for the earth work of a construction site and quarry excavation monitoring. The topographic surveying using instruments such as engineering levels, total stations, and GNSS (Global Navigation Satellite Systems) receivers have traditionally been used and the photogrammetric approach using drone systems has recently been introduced. However, these methods cannot be adopted for inaccessible areas where high resolution satellite images can be an alternative. We carried out experiments using Kompsat-3/3A data to estimate topographic volume for a quarry and checked the accuracy. We generated DEMs (Digital Elevation Model) using newly acquired Kompsat-3/3A data and checked the accuracy of the topographic volume estimation by comparing them to a reference DEM generated by timely operating a drone system. The experimental results showed that geometric differences between stereo images significantly lower the quality of the volume estimation. The tested Kompsat-3 data showed one meter level of elevation accuracy with the volume estimation error less than 1% while the tested Kompsat-3A data showed lower results because of the large geometric difference.
Keywords
Volume Estimation; Kompsat-3; High Resolution Satellite Images; DEM; Stereo;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Bagnardi, M., Gonzalez, P., and Hooper, A. (2016), Highresolution digital elevation model from tri-stereo Pleiades-1 satellite imagery for lava flow volume estimates at Fogo Volcano, Geophysical Research Letters, Vol. 43, No. 12, pp. 6267-6275.   DOI
2 Jeong, J.H. and Kim, T.J. (2016), Quantitative estimation and validation of the effects of the convergence, bisector elevation, and asymmetry angles on the positioning accuracies of satellite stereo pair, Photogrammetric Engineering & Remote Sensing, Vol. 82, No. 8, pp. 625- 633.   DOI
3 Lee, S. and Choi, Y. (2016), Comparison of topographic surveying results using a fixed-wing and a popular rotary-wing unmanned aerial vehicle (drone), Tunnel & Underground Space, Vol. 26, No. 1, pp. 24-31. (in Korean with English abstract)   DOI
4 Oh, J.H., Lee, W.H., Toth, C.K., Grejner-Brzezinska, D.A., and Lee, C.H. (2010), A piecewise approach to epipolar resampling of pushbroom satellite images based on RPC, Photogrammetric Engineering & Remote Sensing, Vol. 76, No. 12, pp. 1353-1363.   DOI
5 Seo, D., Oh, J., Lee, C., Lee, D., and Choi, H. (2016), Geometric calibration and validation of Kompsat-3A AEISS-A camera, Sensors, Vol. 16, No. 10, p. 1776.
6 Tsutsui, K., Rokugawa, S., Nakagawa, H., Miyazaki, S., Cheng, C., Shiraishi, T., and Yang, S. (2007), Detection and volume estimation of large landslides based on elevationchange analysis using DEMs extracted from highresolution satellite stereo imagery, IEEE Transactions on Geoscience and Remote Sensing, Vol. 45, NO. 6, pp. 1681- 1696.   DOI
7 Zhang, Z. (1994), Iterative point matching for registration of free-form curves and surfaces, International Journal of Computer Vision, Vol. 13, No. 2, pp. 119-152.   DOI