Abstract

Abstract. The article presents with the use of archive aerial photographs. The first task was to search and identify drainage detail from archive aerial photographs. The second task is to create procedures for processing aerial reconnaissance images (from WWII) to identify sites with potential pyrotechnic load. Both of these tasks are connecting by the effort to determine the internal orientation parameters of the cameras for using and easier calculation of exterior parameters by image correlation. Complete automation process searching of fiducial mark (FM) identification was implemented. The coordinates of all FM are calculated automatically from archive aerial photographs. In addition, the edges of the photographs are automatically found and a program was created to minimize of the cropping of the archive aerial photographs. The next part of the paper describes the procedures of averaging the values of the relative position of FM and transforming archive aerial photographs to a uniform dimension from a set of images taken with the same camera. The second part of the paper describes the process of creating a historical ortophoto with the standard calculation of bundle adjustment performed by an external process in the background of the OrthoEngine module using the Celery library installed as a python service. Finding of external image orientation parameters through bundle adjustment calculation are parameters, in the first, defined in the local system and then transformed into the national geodetic system of the Czech Republic. This entire section is available and free to use for on the internet. The third part of the article describes the practical procedure of the interpretation of archive and wartime photographs with aim of identification of the drainage detail and the procedures leading to the interpretation, identification, location and calculation of the position of unexploded air ammunition.

Highlights

  • 1.1 ObjectiveBetween April 2019 and December 2021, the Department of Geodesy and Mine Surveying with the Faculty of Mining and Geology at VSB-Technical University of Ostrava https://www.hgf.vsb.cz/544/en and the company Primis spol. s r.o. from Brno http://www.primis.cz/index.php/en are jointly investigating a project supported by the Ministry of the Interior of the Czech Republic, called “Finding unexploded aerial ammunition of World War II (PID-VI3VS/778)”

  • Between 2003 and 2005 two of the co-authors participated in the creation of a historical orthophotomap of the Czech Republic made from photos taken for the purposes of topographic maps production

  • Images are placed in the scanner per discrete shots as they have been preserved in the archives of aerial photos in the Czech Republic

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Summary

Objective

S r.o. from Brno http://www.primis.cz/index.php/en are jointly investigating a project supported by the Ministry of the Interior of the Czech Republic, called “Finding unexploded aerial ammunition of World War II (PID-VI3VS/778)”. Since the declassification of the contents of the National archive of aerial photos in 1993 with the Military Geographic and Hydrometeorological Institute (formerly Military Topographic Institute in Dobruška) http://www.mapy.army.cz/, the use and processing of archival photos in the Czech Republic have been of interest with many independent investigators, geodetic companies, legal offices and research institutions. The historical orthophotomap is available to public at https://geoportal.gov.cz/web/guest/map (layers - Orthophoto map (50 ́s)). It is primarily the company PRIMIS in the Czech Republic who uses exact procedures of AAP processing using digital aerial photogrammetry. Luftbilddatenbank Dr Carls has approximately 106 000 photos of the Czech territory back from 1939 to 1946

Solution procedure
Concept of solution procedure
Partial tasks for recreating AAP
Determination of FM coordinates in image pixels
Recalculation of image size and conversion of the original AAP
Automatic calculation of bundle adjustment
Detection and calculation of key features
Matching the key features – determination of relative orientation
Calculation of incremental bundle adjustment
Orthogonalisation and inlaying into the final orthophoto
CONCLUSIONS
Full Text
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