Open AccessCreating a digital relief model by aerial photography materials in Civil 3D software
Author(s) -
E. Butenko,
K. Borovyk,
Annie Gérin,
B. Gubkin
Publication year - 2020
Publication title -
zemleustrìj, kadastr ì monìtorìng zemelʹ
Language(s) - English
Resource type - Journals
eISSN - 2518-7325
pISSN - 2306-1677
DOI - 10.31548/zemleustriy2020.02.16
Subject(s) - point cloud , digital elevation model , photogrammetry , software , elevation (ballistics) , terrain , photography , computer science , aerial photography , plan (archaeology) , object (grammar) , point (geometry) , computer graphics (images) , aerial survey , plot (graphics) , digital camera , 3d modeling , remote sensing , artificial intelligence , engineering , geology , geography , cartography , archaeology , visual arts , geometry , mathematics , art , statistics , structural engineering , programming language
Research of certain aspects of using a digital elevation model (DEM), their classification and methods of obtaining in the Civil 3D software is presented in this article. A land plot with vegetation and the building of the educational building of the NULES of Ukraine was used as an object for the study. The analysis of aerial photography materials of the territory of the research object is carried out. A digital point cloud was created, which was taken as a basis for the further construction of digital elevation models. Сlassification of surfaces in the Civil 3D software is offered in article. An algorithm for the formation of plane components and data filling is considered. Highlighted the problems that arise in a robot with a cloud of points and surface formation using Autodesk ReCap and Civil 3D. The main advantages and disadvantages of building a relief on the basis of point clouds formed on the basis of aerial photography of the terrain are shown. Attention is focused on the main ways to reduce the identified shortcomings. The functionality and capabilities of Civil 3D and Autodesk ReCap software, as well as the features of constructing surfaces based on different initial data, are considered. The comparison of the DEM (generated using the Autodesk Civil 3D software) and the topographic plan (generated as a result of tacheometric survey) is given.