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These works are licensed under a Creative Commons Attribution 4.0 International License. M.M. Umarov, A.V. Skrypnikov, E.V. Chernyshova, E.Yu. Mikova Complete text of the article:Download article (pdf, 0.4MB )UDС625.7/.8DOI:10.17238/issn0536-1036.2018.2.58AbstractMechanization and automation of various engineering processes using computers afford ground for the efficiency improving and the quality of engineering effort. This also applies to the design process, where often the final optimum choice involves the consideration and processing of a large number of possible options. The use of computers allows us not only to accelerate calculations, but also to use more stringent dependencies for the solution, which increases the accuracy of calculations. In some cases, this provides an opportunity to organ-ize the process of obtaining the initial information from a new angle. At first, some separate not complicated methods of calculation without any significant modification of existing technological schemes were subjected to automation. Nowadays, with the advent of, new mathematical methods, there is much concern about the creation of automated systems based on modern computers solving the entire complex of problems on a particular topic. In the road design, at the first stage of automation of engineering calculations, the programs are made that serve individual intermediate stages of design, associated with a large amount of calculations and do not require variant analysis (programs for calculating cut and fill vol-umes, areas of subgrade embankments, flood run off, road speeds, etc.). At the second stage, complex calculations are carried out, that include logical elements and are associated with the processing, analysis of a large number of options and the choice of optimum alternative according to a number of indicators. The goal of research is to develop a methodology for determining the optimal variant of the forest road route using a terrain spatial model.AuthorsM.M. Umarov, External StudentA.V. Skrypnikov, Doctor of Engineering Sciences, Professor E.V. Chernyshova, Postgraduate Student E.Yu. Mikova, External Student AffiliationVoronezh State University of Engineering Technology, pr. Revolyutsii, 19, Voronezh, 394036, Russian Federation; e-mail: m_m_umarov@mail.ru, skrypnikovvsafe@mail.ru, elenabok@mail.ru, e_y_mikova@mail.ruKeywordsforest road, road-location, longitudinal profile, digital elevation modelFor citationUmarov M.M., Skrypnikov A.V., Chernyshova E.V., Mikova E.Yu. Digital Elevation Model for Forest Road-Location. Lesnoy zhurnal [Forestry journal], 2018, no. 2, pp. 58–69. DOI: 10.17238/issn0536-1036.2018.2.58References1. SNiP 11-02–96. Inrhenernye izyskania dlya stroitel’stva. Osnovnye polozheniya [Construction Norms and Regulations 11-02–96. Engineering Survey for Construction. 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Journal of En-gineering and Applied Sciences, 2017, vol. 12, iss. 2, pp. 511–515. Received on September 29, 2017 Digital Elevation Model for Forest Road-Location |
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