ISPRS Annals of the Photogrammetry, Remote Sensing and Spatial Information Sciences
Download
Publications Copernicus
Download
Citation
Articles | Volume IV-5/W1
ISPRS Ann. Photogramm. Remote Sens. Spatial Inf. Sci., IV-5/W1, 9–16, 2017
https://doi.org/10.5194/isprs-annals-IV-5-W1-9-2017
ISPRS Ann. Photogramm. Remote Sens. Spatial Inf. Sci., IV-5/W1, 9–16, 2017
https://doi.org/10.5194/isprs-annals-IV-5-W1-9-2017

  13 Dec 2017

13 Dec 2017

EXTRACTION OF DEMS AND ORTHOIMAGES FROM ARCHIVE AERIAL IMAGERY TO SUPPORT PROJECT PLANNING IN CIVIL ENGINEERING

M. Cogliati1, E. Tonelli2, D. Battaglia3, and M. Scaioni1,2 M. Cogliati et al.
  • 1Polo Territoriale di Lecco, Politecnico di Milano, via G. Previati 1/c, 23900 Lecco, Italy
  • 2Dept. of Architecture, Built Environment and Construction Engineering (DABC), Politecnico di Milano, via Ponzio 31, 20133 Italy
  • 3Georisk, via Stelvio 20, Triuggio (MB), Italy

Keywords: Aerial photogrammetry, Analogue, Archive photos, Civil engineering, Low-cost, Project planning

Abstract. Archive aerial photos represent a valuable heritage to provide information about land content and topography in the past years. Today, the availability of low-cost and open-source solutions for photogrammetric processing of close-range and drone images offers the chance to provide outputs such as DEM’s and orthoimages in easy way. This paper is aimed at demonstrating somehow and to which level of accuracy digitized archive aerial photos may be used within a such kind of low-cost software (Agisoft Photoscan Professional®) to generate photogrammetric outputs. Different steps of the photogrammetric processing workflow are presented and discussed. The main conclusion is that this procedure may come to provide some final products, which however do not feature the high accuracy and resolution that may be obtained using high-end photogrammetric software packages specifically designed for aerial survey projects. In the last part a case study is presented about the use of four-epoch archive of aerial images to analyze the area where a tunnel has to be excavated.