The study of local terrain modeling methods for vertical planning of the territory

• Autorzy: Trevoho Ihor , Ostrovskiy Apollinariy , Kolb Ihor , Ostrovska Olena , Zhyvchuk Viacheslav

Identyfikatory

DOI

10.24425/gac.2021.136684

• Języki publikacji: EN

Abstrakty

EN

This work aims to study the vertical planning method for the terrain area as part of the process of construction geodetic support. Such planning will be carried out based on the aerial survey data from UAVs, which allow the creation of a high-quality digital elevation model (DEM) with sufficient node density for reliable surface terrain modelling. During the study, we test the hypothesis of the possibility of using archival aerial photographs from UAVs to model the terrain of the local area. Both the actual achievable accuracy of terrain modeling in the course of photogrammetric processing of archived aerial photographs, and methods for creating a polygonal terrain model using input spatial data in the form of clouds of 3D points of a given density require analysis. To do this, we will perform comparisons of the accuracy of calculating earth masses, carried out based on the digital triangulation elevation models (TIN). These models were based on different algorithms for creating Delaunay triangulation with different degrees of 3D point sparsity.We proposed to use sparsity of dense clouds of points representing the surface of the terrain and which were obtained by the photogrammetric method. Computer terrain modelling and calculation of vertical planning parameters were performed by us for the area with flat terrain at angles up to 3.5 degrees. We evaluated the potential of archived UAV aerial photographs and algorithms for creating Delaunay triangulation at different densities of its nodes for calculating the volumes of earth masses.

Słowa kluczowe

EN

DEM; RMSE; vertical planning; volume of earthworks; TIN

PL

modelowanie terenu; triangulacja laserowa; zdjęcie lotnicze

• Wydawca: Komitet Geodezji PAN
• Czasopismo: Geodesy and Cartography
• Rocznik: 2021
• Tom: Vol. 70, no. 2
• Strony: art. no. e09
• Opis fizyczny: Bibliogr. 30 poz., rys., tab., wykr.

Twórcy

autor

Trevoho Ihor

• Lviv Polytechnic National University, Lviv, Ukraine

• https://orcid.org/0000-0002-2368-9088

autor

Ostrovskiy Apollinariy

• Lviv Polytechnic National University, Lviv, Ukraine

• https://orcid.org/0000-0001-7590-7932

autor

Kolb Ihor

• Hetman Petro Sahaidachnyi National Army Academy, Lviv, Ukraine

• https://orcid.org/0000-0002-1370-6235

autor

Ostrovska Olena

• Lviv Technical and Economic College of Lviv Polytechnic National University, Lviv, Ukraine

• https://orcid.org/0000-0002-6648-3143

autor

Zhyvchuk Viacheslav

• Hetman Petro Sahaidachnyi National Army Academy, Lviv, Ukraine

• https://orcid.org/0000-0001-6980-9914

Bibliografia

• [1] Abris Design Group (2021). https://abris.aero/category/produkts-en/#FLIRT%20Arrow.
• [2] Aguilar, F.J., Rivas, J.R., Nemmaoui, A. et al. (2019). UAV-Based Digital Terrain Model Generation under Leaf-Off Conditions to Support Teak Plantations Inventories in Tropical Dry Forests. A Case of the Coastal Region of Ecuador. Sensors, 19(8), 1934. DOI: 10.3390/s19081934.
• [3]Akgul, M., Yurtseven, H., Gulci, S. et al. (2018). Evaluation of UAV- and GNSS-Based DEMs for Earthwork Volume. Arab. J. Sci. Eng., 43, 1893–1909. DOI: 10.1007/s13369-017-2811-9.
• [4] Al-Jabbar Hadi, A.A. and Alhaydary, M. (2018). Calculations of earthwork quantity by using civil 3d. J. Engineer. Sustain. Dev., 6, 13–20. DOI: 10.31272/jeasd.2018.6.2.
• [5] Baran, P.I. and Marushchak, M.P. (2011). Methods of vertical planning for construction sites. Geodesy Cartogr., 6, 9–15.
• [6] Burshtynska, Kh.V. and Zayats, O.S. (2002). Research of accuracy of construction of digital models of a relief on the basis of cartographic data. Geodesy Cartogr., 2, 26–31.
• [7] Christ, A., Europe, E., and Horlbeck, I. (2018). Simplify Your 3D Models – Collaborative Engineering Based on Lightweight CAD Data. Product Data Journal, 2, 28–31. http://prostep.epaper.pro/ journal-2018-02/en/#28.
• [8] Chudý, R., Iring, M., and Feciskanin, R. (2013). Evaluation of the data quality of digital elevation models in the context of INSPIRE. Geoscience Engineering, 2, 9–24. DOI: 10.2478/gse-2014-0053.
• [9] Dorozhinsky, O. and Tukay, R. (2008). Photogrammetry. Textbook. Lviv: Lviv Polytechnic National University Publishing House.
• [10] Garasymchuk, I.F. (2003). Operational method elaboration of the soil volume determination. PhD thesis (geodesy). National University “Lviv Polytechnic”. Lviv.
• [11] Haronian, E. and Sacks, R. (2020). Production process evaluation for earthworks. In Tommelein, I.D. and Daniel, E. (eds.), Proceedings of 28th Annual Conference of the International Group for Lean Construction (IGLC28), Berkeley, California, USA. DOI: 10.24928/2020/0020.
• [12] Hlotov, V., Hunina, R´ ., Kolesnichenko, V. et al. (2018). Development and investigation of UAV for aerial surveying. Geodesy Cartogr. Aerial Photogr., 87, 48–57. DOI: 10.23939/istcgcap2018.01.048.
• [13] Hamid I.H.A., Narendrannathan, N., Choy L.E. et al. (2019). Innovation in earthwork practices. In IOP Conference Series Materials Science and Engineering, 512:012054. DOI: 10.1088/1757- 899X/512/1/012054.
• [14] Kolb, I.Z. (2000). The analytical aerial triangulation when the coordinates of centers of projection are known. PhD thesis (geodesy). Lviv Polytechnic National University, Lviv.
• [15] Kong, N.T. (2011). Research and development of a high-performance algorithm for constructing digital elevation models. PhD thesis (geodesy). Moscow State University of Geodesy and Cartography, Moscow.
• [16] Kostov, G. (2016). Vertical planning based on 3d terrestrial laser scanning and GNSS technologies. In XXV International symposium on modern technologies, education and professional practice in geodesy and related fields. Sofia, November 3-4, 2016.
• [17] Liu, Q., Duan, Q., Zhao, P. et al. (2021). Summary of calculation methods of engineering earthwork. J. Phys. Conference Series, 1802, 032002. DOI: 10.1088/1742-6596/1802/3/032002.
• [18] Ministry of Justice of Ukraine. (1998). Instruction on topographic survey in scales 1:5000, 1:2000, 1:1000 and 1:500 (GKNTA-2.04-02-98), approved by the order of Ukrgeodeskartografiya dated 09.04.98, No. 56, registered in the Ministry of Justice of Ukraine on 23.06.98, No. 393/2833.
• [19] Novakovsky, B.A. and Permyakov, R.V. (2019). Complex geoinformation-photogrammetric modeling of relief: a tutorial. Moscow: Publishing house MIIGAiK.
• [20] Ostrovsky, A. (2015a). Criteria of quality, accuracy and completeness digital elevation models. Engineer. Geodesy, 62, 23–31.
• [21] Ostrovsky, A.V. (2015b). Review of some methods of relief approximation. Mìstobuduvannâ ta teritorìal’ne planuvannâ, 58, 380–391.
• [22] Ostrovsky, A.V. (2016). Features of using kriging method for approximating relief. Journal of Lviv National Agrarian University. Architecture and Farm Building, 17, 33–41.
• [23] Photomod. (2019). Digital photogrammetric system Photomod. Version 6.0.1 User Guide. Creation of a digital elevation model. Moscow: Rakurs.
• [24] Qiu, L. (2017). Vertical urban planning and flood control and drainage using GIS technology. Open House International, 42(3), 10–14. DOI: 10.1108/OHI-03-2017-B0003.
• [25] Ravibabu, M.V. and Jain, K. (2008). Digital elevation model accuracy aspects. J. Appl. Sci., 8(1), 134–139. DOI: 10.3923/jas.2008.134.139.
• [26] Rudyj, R.M. (2016). Application of artificial neural networks for classifying surface areas with a certain relief. Geodesy Cartogr. Aerial Photogr., 83, 124–132. DOI: 10.23939/istcgcap2016.01.124.
• [27] Schultz, R.V., Belous, M.V., Annenkov, A.O. et al. (2013). Features of engineering and geodetic support for the construction of Arena Lviv stadium. Mìstobuduvannâ ta teritorìal’ne planuvannâ, 50, 759– 766.
• [28] Schultz, R.V. and Ostrovsky, A.V. (2016). Investigation of the statistical distribution of residual deviations for various approaches to digital elevation modeling. Scientific Journal, 1/2(18), 44–52.
• [29] Toth, C., Jozkow, G., and Grejner-Brzezinska, D. (2015). Mapping with small UAS: A point cloud accuracy assessment. J. Appl. Geod., 9(4), 213–226. DOI: 10.1515/jag-2015-0017.
• [30] Zhilin, L., Qing, Z., and Chris, G. (2005). Digital terrain modeling: principles and methodology. CRC Press.