TY  - JOUR
AU  - Borisov, Mirko
AU  - Vrtunski, Milan
AU  - Petrović, Vladimir
AU  - Bojović, Bogdan
AU  - Novak, Tanja
PY  - 2023
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/7412
AB  - The paper analyzes the approximation of the ellipsoid by the sphere. Earth is a space body with a mathematically irregular shape, so idealized smooth surfaces are used for calculations. The first is the geoid, a smooth, equipotential surface that best approximates mean sea level. However, the geoid does not have an analytical form and is unsuitable for many applications, so an ellipsoid is used for approximation. In applications where high accuracy is not required (e.g., with small scale maps), the ellipsoid is approximated by a sphere. The radius of the sphere can be calculated in three ways: according to the equivalent volume criterion, according to the equivalent surface criterion, or as the mean value of the three semi-axes of the ellipsoid. All three methods of approximation were tested by calculating the length of the geodetic line on the ellipsoid, the orthodrome on the spheres and then the error. Also, the influence of latitude on the error value was tested. For three different values of geographic latitude, the lengths of geodetic lines up to one hundred points were calculated (using the Bessel method for solving the second main geodetic task on the ellipsoid), as well as the lengths of the orthodromes on the spheres, with the radii of the spheres determined in the three mentioned ways. The obtained results were then analyzed and discussed.
PB  - Subotica, Srbija: Građevinski fakultet Univerziteta Novi Sad
T2  - Journal of Faculty of Civil Engineering
T1  - Comparative analysis of the ellipsoid approximation with the sphere
VL  - 39
IS  - 44
SP  - 89
EP  - 105
DO  - 10.14415/JFCE-900
ER  - 

@article{
author = "Borisov, Mirko and Vrtunski, Milan and Petrović, Vladimir and Bojović, Bogdan and Novak, Tanja",
year = "2023",
abstract = "The paper analyzes the approximation of the ellipsoid by the sphere. Earth is a space body with a mathematically irregular shape, so idealized smooth surfaces are used for calculations. The first is the geoid, a smooth, equipotential surface that best approximates mean sea level. However, the geoid does not have an analytical form and is unsuitable for many applications, so an ellipsoid is used for approximation. In applications where high accuracy is not required (e.g., with small scale maps), the ellipsoid is approximated by a sphere. The radius of the sphere can be calculated in three ways: according to the equivalent volume criterion, according to the equivalent surface criterion, or as the mean value of the three semi-axes of the ellipsoid. All three methods of approximation were tested by calculating the length of the geodetic line on the ellipsoid, the orthodrome on the spheres and then the error. Also, the influence of latitude on the error value was tested. For three different values of geographic latitude, the lengths of geodetic lines up to one hundred points were calculated (using the Bessel method for solving the second main geodetic task on the ellipsoid), as well as the lengths of the orthodromes on the spheres, with the radii of the spheres determined in the three mentioned ways. The obtained results were then analyzed and discussed.",
publisher = "Subotica, Srbija: Građevinski fakultet Univerziteta Novi Sad",
journal = "Journal of Faculty of Civil Engineering",
title = "Comparative analysis of the ellipsoid approximation with the sphere",
volume = "39",
number = "44",
pages = "89-105",
doi = "10.14415/JFCE-900"
}

Borisov, M., Vrtunski, M., Petrović, V., Bojović, B.,& Novak, T.. (2023). Comparative analysis of the ellipsoid approximation with the sphere. in Journal of Faculty of Civil Engineering
Subotica, Srbija: Građevinski fakultet Univerziteta Novi Sad., 39(44), 89-105.
https://doi.org/10.14415/JFCE-900

Borisov M, Vrtunski M, Petrović V, Bojović B, Novak T. Comparative analysis of the ellipsoid approximation with the sphere. in Journal of Faculty of Civil Engineering. 2023;39(44):89-105.
doi:10.14415/JFCE-900 .

Borisov, Mirko, Vrtunski, Milan, Petrović, Vladimir, Bojović, Bogdan, Novak, Tanja, "Comparative analysis of the ellipsoid approximation with the sphere" in Journal of Faculty of Civil Engineering, 39, no. 44 (2023):89-105,
https://doi.org/10.14415/JFCE-900 . .

TY  - CONF
AU  - Petrović, Vladimir M.
AU  - Bojović, Bogdan B.
AU  - Đurić, Tatjana
AU  - Borisov, Mirko
AU  - Ilić, Zoran
AU  - Rakićević, Nenad
PY  - 2022
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/7039
AB  - This paper presents GIS/3D solutions and their application in agriculture. Further, the possibilities of obtaining information important for planning the development of viticulture, fruit growing and farming are analysed and presented. Until now, maps have been most commonly used as models for terrain analysis. The main weaknesses of the maps are content freezing and difficult 3D analysis. With the advent of geoinformation technologies, the way of processing is changing and the concept of GIS/3D data modelling is being emphasized. The aim of this paper are new solutions that provide an efficient opportunity in field analysis and resource management in agriculture. An algorithm has been designed where, based on the given criteria (terrain slope, aspekt, vegetation index, altitude), representations of potential areas for growing certain crops are obtained. The results show numerous possibilities of GIS methodology for agricultural crop management, in this specific case of viticulture, arable farming and fruit growing. Also, the results in the form of geostatistical maps provide a more precise insight and serve as a basis for better decision-making in agriculture. The area of interest includes the Srem district, which is located in the northern part of the Republic of Serbia. This district is a resource of great importance for the further development of agriculture, of which viticulture and fruit growing are of special importance. For planning the development of agriculture in an area, it is necessary to have information related to both the assessment of land suitability and land valuation for certain agricultural species in order to be able to assign the optimal purpose.
PB  - Faculty of Civil Engineering, University of Montenegro
C3  - The 8th international conference "Civil engineering – science and practice", GNP 2022 - 8-12 March 2022 Kolašin, Montenegro
T1  - GIS / 3D solutions in the function of management improvement in agriculture
SP  - 959
EP  - 968
UR  - https://hdl.handle.net/21.15107/rcub_cer_7039
ER  - 

@conference{
author = "Petrović, Vladimir M. and Bojović, Bogdan B. and Đurić, Tatjana and Borisov, Mirko and Ilić, Zoran and Rakićević, Nenad",
year = "2022",
abstract = "This paper presents GIS/3D solutions and their application in agriculture. Further, the possibilities of obtaining information important for planning the development of viticulture, fruit growing and farming are analysed and presented. Until now, maps have been most commonly used as models for terrain analysis. The main weaknesses of the maps are content freezing and difficult 3D analysis. With the advent of geoinformation technologies, the way of processing is changing and the concept of GIS/3D data modelling is being emphasized. The aim of this paper are new solutions that provide an efficient opportunity in field analysis and resource management in agriculture. An algorithm has been designed where, based on the given criteria (terrain slope, aspekt, vegetation index, altitude), representations of potential areas for growing certain crops are obtained. The results show numerous possibilities of GIS methodology for agricultural crop management, in this specific case of viticulture, arable farming and fruit growing. Also, the results in the form of geostatistical maps provide a more precise insight and serve as a basis for better decision-making in agriculture. The area of interest includes the Srem district, which is located in the northern part of the Republic of Serbia. This district is a resource of great importance for the further development of agriculture, of which viticulture and fruit growing are of special importance. For planning the development of agriculture in an area, it is necessary to have information related to both the assessment of land suitability and land valuation for certain agricultural species in order to be able to assign the optimal purpose.",
publisher = "Faculty of Civil Engineering, University of Montenegro",
journal = "The 8th international conference "Civil engineering – science and practice", GNP 2022 - 8-12 March 2022 Kolašin, Montenegro",
title = "GIS / 3D solutions in the function of management improvement in agriculture",
pages = "959-968",
url = "https://hdl.handle.net/21.15107/rcub_cer_7039"
}

Petrović, V. M., Bojović, B. B., Đurić, T., Borisov, M., Ilić, Z.,& Rakićević, N.. (2022). GIS / 3D solutions in the function of management improvement in agriculture. in The 8th international conference "Civil engineering – science and practice", GNP 2022 - 8-12 March 2022 Kolašin, Montenegro
Faculty of Civil Engineering, University of Montenegro., 959-968.
https://hdl.handle.net/21.15107/rcub_cer_7039

Petrović VM, Bojović BB, Đurić T, Borisov M, Ilić Z, Rakićević N. GIS / 3D solutions in the function of management improvement in agriculture. in The 8th international conference "Civil engineering – science and practice", GNP 2022 - 8-12 March 2022 Kolašin, Montenegro. 2022;:959-968.
https://hdl.handle.net/21.15107/rcub_cer_7039 .

Petrović, Vladimir M., Bojović, Bogdan B., Đurić, Tatjana, Borisov, Mirko, Ilić, Zoran, Rakićević, Nenad, "GIS / 3D solutions in the function of management improvement in agriculture" in The 8th international conference "Civil engineering – science and practice", GNP 2022 - 8-12 March 2022 Kolašin, Montenegro (2022):959-968,
https://hdl.handle.net/21.15107/rcub_cer_7039 .

TY  - JOUR
AU  - Petrović, Vladimir M.
AU  - Bojović, Bogdan B.
AU  - Radišić, Anđela
AU  - Radojčić, Stevan
AU  - Borisov, Mirko
PY  - 2022
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/5637
AB  - This paper deals with the problem of Bessel procedures and processes in solving the main geodetic problems on an ellipsoid. There are a number of methods for solving the main geodetic tasks on the Earth's ellipsoid. They can be grouped into three categories, ie models for: short distances (up to 200 km), medium distances (200 to 1000 km) and long distances (over 1000 km). The aim of this paper is the application of the methodology for solving the main geodetic tasks for all distances on the eelipsoid, ie the application of one universal method. Since this method is iterative, the modern way of its implementation is a significant relief compared to its application in the past when there were no software designs and automated procedures. From the obtained results and length values, numerous analysis and conclusions can be derived, ie, process monitoring and error growth trend with increasing distance.
PB  - Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista
T2  - Izgradnja / Construction
T1  - Analiza Beselovih postupaka kod rešavanja glavnih geodetskih zadataka na elipsoidu
T1  - Analysis of Bessel procedures in solving the main  geodetic tasks on an ellipsoid
VL  - 76
IS  - 1-4
SP  - 64
EP  - 72
UR  - https://hdl.handle.net/21.15107/rcub_cer_5637
ER  - 

@article{
author = "Petrović, Vladimir M. and Bojović, Bogdan B. and Radišić, Anđela and Radojčić, Stevan and Borisov, Mirko",
year = "2022",
abstract = "This paper deals with the problem of Bessel procedures and processes in solving the main geodetic problems on an ellipsoid. There are a number of methods for solving the main geodetic tasks on the Earth's ellipsoid. They can be grouped into three categories, ie models for: short distances (up to 200 km), medium distances (200 to 1000 km) and long distances (over 1000 km). The aim of this paper is the application of the methodology for solving the main geodetic tasks for all distances on the eelipsoid, ie the application of one universal method. Since this method is iterative, the modern way of its implementation is a significant relief compared to its application in the past when there were no software designs and automated procedures. From the obtained results and length values, numerous analysis and conclusions can be derived, ie, process monitoring and error growth trend with increasing distance.",
publisher = "Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista",
journal = "Izgradnja / Construction",
title = "Analiza Beselovih postupaka kod rešavanja glavnih geodetskih zadataka na elipsoidu, Analysis of Bessel procedures in solving the main  geodetic tasks on an ellipsoid",
volume = "76",
number = "1-4",
pages = "64-72",
url = "https://hdl.handle.net/21.15107/rcub_cer_5637"
}

Petrović, V. M., Bojović, B. B., Radišić, A., Radojčić, S.,& Borisov, M.. (2022). Analiza Beselovih postupaka kod rešavanja glavnih geodetskih zadataka na elipsoidu. in Izgradnja / Construction
Udruženje inženjera građevinarstva, geotehnike, arhitekture i urbanista., 76(1-4), 64-72.
https://hdl.handle.net/21.15107/rcub_cer_5637

Petrović VM, Bojović BB, Radišić A, Radojčić S, Borisov M. Analiza Beselovih postupaka kod rešavanja glavnih geodetskih zadataka na elipsoidu. in Izgradnja / Construction. 2022;76(1-4):64-72.
https://hdl.handle.net/21.15107/rcub_cer_5637 .

Petrović, Vladimir M., Bojović, Bogdan B., Radišić, Anđela, Radojčić, Stevan, Borisov, Mirko, "Analiza Beselovih postupaka kod rešavanja glavnih geodetskih zadataka na elipsoidu" in Izgradnja / Construction, 76, no. 1-4 (2022):64-72,
https://hdl.handle.net/21.15107/rcub_cer_5637 .

TY  - JOUR
AU  - Vulić, Ivan
AU  - Borisov, Mirko
AU  - Prodanović, Radomir
AU  - Rančić, Dejan
AU  - Petrović, Vladimir M.
AU  - Stankovski, Stevan
AU  - Ostojić, Gordana
PY  - 2022
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/5393
AB  - The quality of DEMs is especially being considered based on the spatial resolution of the created digital models and the type of terrain of the interest area. DEM analysis was performed specifically for LiDAR-based DEMs, as well as a comparison with results obtained using the radar recording method (Shuttle Radar Topography Mission). The application of DEM data for security-sensitive systems requires the fulfillment of security requirements, such as authenticity, integrity, confidentiality, and non-repudiation. For this purpose, the authors have developed a model for non-repudiation and protecting DEM data. The model simulation shows it is possible to detect even the smallest changes made in the transmission or the DEM location, as well as proving the data authenticity and non-repudiation of the sender. DEM data security testing has shown that DEM data is effectively protected from the source of origin to the end entity location.
PB  - Switzerland : Multidisciplinary Digital Publishing Institute (MDPI)
T2  - Applied Sciences (Switzerland)
T1  - Protection of Digital Elevation Model - One Approach
VL  - 12
IS  - 19
SP  - 9898
DO  - 10.3390/app12199898
ER  - 

@article{
author = "Vulić, Ivan and Borisov, Mirko and Prodanović, Radomir and Rančić, Dejan and Petrović, Vladimir M. and Stankovski, Stevan and Ostojić, Gordana",
year = "2022",
abstract = "The quality of DEMs is especially being considered based on the spatial resolution of the created digital models and the type of terrain of the interest area. DEM analysis was performed specifically for LiDAR-based DEMs, as well as a comparison with results obtained using the radar recording method (Shuttle Radar Topography Mission). The application of DEM data for security-sensitive systems requires the fulfillment of security requirements, such as authenticity, integrity, confidentiality, and non-repudiation. For this purpose, the authors have developed a model for non-repudiation and protecting DEM data. The model simulation shows it is possible to detect even the smallest changes made in the transmission or the DEM location, as well as proving the data authenticity and non-repudiation of the sender. DEM data security testing has shown that DEM data is effectively protected from the source of origin to the end entity location.",
publisher = "Switzerland : Multidisciplinary Digital Publishing Institute (MDPI)",
journal = "Applied Sciences (Switzerland)",
title = "Protection of Digital Elevation Model - One Approach",
volume = "12",
number = "19",
pages = "9898",
doi = "10.3390/app12199898"
}

Vulić, I., Borisov, M., Prodanović, R., Rančić, D., Petrović, V. M., Stankovski, S.,& Ostojić, G.. (2022). Protection of Digital Elevation Model - One Approach. in Applied Sciences (Switzerland)
Switzerland : Multidisciplinary Digital Publishing Institute (MDPI)., 12(19), 9898.
https://doi.org/10.3390/app12199898

Vulić I, Borisov M, Prodanović R, Rančić D, Petrović VM, Stankovski S, Ostojić G. Protection of Digital Elevation Model - One Approach. in Applied Sciences (Switzerland). 2022;12(19):9898.
doi:10.3390/app12199898 .

Vulić, Ivan, Borisov, Mirko, Prodanović, Radomir, Rančić, Dejan, Petrović, Vladimir M., Stankovski, Stevan, Ostojić, Gordana, "Protection of Digital Elevation Model - One Approach" in Applied Sciences (Switzerland), 12, no. 19 (2022):9898,
https://doi.org/10.3390/app12199898 . .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Simić, Radovan
AU  - Petrović, Vladimir M.
AU  - Milinčić, Miroljub
PY  - 2021
UR  - http://www.suggsbih.ba/GEODETSKI%20GLASNIK/GEODETSKI_GLASNIK_52/gg_52_1_e.htm
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/7038
AB  - The main focus of the paper is the
assessment of the quality of the 3D terrain
models obtained from the images of
unmanned aerial vehicles (UAV). Quality
and detailed terrain models are necessary,
above all, for precise determination of
changes in the area of excavation. The
quality analysis of the 3D model includes
the degree of deviation of geometric and
geomorphological characteristics from the
actual terrain position and status in
nature. To determine the geometric
accuracy, a comparative method of testing
is used, ie a comparison of the measured
values of the 3D model with the data of
well-defined geodetic and control points a
posteriori measured using the Global
Navigation Satellite Systems (GNSS).
Analysis of quality and comparisons are
performed visually, numerically, by
calculating the excavation volume and
creating a terrain profile. The results
suggest that the 3D models obtained from
the UAV images are of very high quality.
Also, an important advantage of using
UAV images to generate 3D models in the
excavation area is their efficiency, for
example, more frequent updating and
measuring the height of inaccessible
terrain and determining local changes in
the terrain..
AB  - Glavni fokus rada je procjena kvaliteta 3D
modela terena dobijenih iz snimaka bespilotnih
letjelica (UAV). Kvalitetni i detaljni modeli
terena neophodni su, prije svega, za precizno
određivanje promjena na području iskopa
zemljišta. Analiza kvaliteta 3D modela
uključuje stepen odstupanja geometrijskih i
geomorfoloških karakteristika od stvarnog
položaja terena i statusa u prirodi. Za
određivanje geometrijske tačnosti primjenjuje
se uporedni način ispitivanja, odnosno
poređenje izmjerenih vrijednosti 3D modela sa
podacima dobro definisanih geodetskih i
kontrolnih tačaka a posteriori mjerenih
primjenom Globalnih Navigacionih Satelitskih
Sistema (GNSS). Analiza kvaliteta i poređenja
se obavljaju vizualno, numerički,
sračunavanjem zapremine iskopa i izradom
profila terena. Rezultati sugerišu da su 3D
modeli dobijeni iz snimaka UAV-a veoma
kvalitetni. Takođe, važna prednost korišćenja
slika UAV-a za generisanje 3D modela na
području iskopa je njihova efikasnost, na
primjer, češće ažuriranje i mjerenje visina
nepristupačnog terena i određivanje lokalnih
promjena na terenu.
PB  - Sarajevo, Bosna i Hercegovina : Savez udruženja građana geodetske struke u Bosni i Hercegovini
T2  - Geodetski glasnik
T1  - Analiza kvaliteta 3d modela zasnovanih na digitalnoj fotogrametriji
T1  - Quality analysis of 3d models based on digital photogrammetry
VL  - 55
IS  - 52
SP  - 5
EP  - 26
UR  - https://hdl.handle.net/21.15107/rcub_cer_7038
ER  - 

@article{
author = "Borisov, Mirko and Simić, Radovan and Petrović, Vladimir M. and Milinčić, Miroljub",
year = "2021",
abstract = "The main focus of the paper is the
assessment of the quality of the 3D terrain
models obtained from the images of
unmanned aerial vehicles (UAV). Quality
and detailed terrain models are necessary,
above all, for precise determination of
changes in the area of excavation. The
quality analysis of the 3D model includes
the degree of deviation of geometric and
geomorphological characteristics from the
actual terrain position and status in
nature. To determine the geometric
accuracy, a comparative method of testing
is used, ie a comparison of the measured
values of the 3D model with the data of
well-defined geodetic and control points a
posteriori measured using the Global
Navigation Satellite Systems (GNSS).
Analysis of quality and comparisons are
performed visually, numerically, by
calculating the excavation volume and
creating a terrain profile. The results
suggest that the 3D models obtained from
the UAV images are of very high quality.
Also, an important advantage of using
UAV images to generate 3D models in the
excavation area is their efficiency, for
example, more frequent updating and
measuring the height of inaccessible
terrain and determining local changes in
the terrain.., Glavni fokus rada je procjena kvaliteta 3D
modela terena dobijenih iz snimaka bespilotnih
letjelica (UAV). Kvalitetni i detaljni modeli
terena neophodni su, prije svega, za precizno
određivanje promjena na području iskopa
zemljišta. Analiza kvaliteta 3D modela
uključuje stepen odstupanja geometrijskih i
geomorfoloških karakteristika od stvarnog
položaja terena i statusa u prirodi. Za
određivanje geometrijske tačnosti primjenjuje
se uporedni način ispitivanja, odnosno
poređenje izmjerenih vrijednosti 3D modela sa
podacima dobro definisanih geodetskih i
kontrolnih tačaka a posteriori mjerenih
primjenom Globalnih Navigacionih Satelitskih
Sistema (GNSS). Analiza kvaliteta i poređenja
se obavljaju vizualno, numerički,
sračunavanjem zapremine iskopa i izradom
profila terena. Rezultati sugerišu da su 3D
modeli dobijeni iz snimaka UAV-a veoma
kvalitetni. Takođe, važna prednost korišćenja
slika UAV-a za generisanje 3D modela na
području iskopa je njihova efikasnost, na
primjer, češće ažuriranje i mjerenje visina
nepristupačnog terena i određivanje lokalnih
promjena na terenu.",
publisher = "Sarajevo, Bosna i Hercegovina : Savez udruženja građana geodetske struke u Bosni i Hercegovini",
journal = "Geodetski glasnik",
title = "Analiza kvaliteta 3d modela zasnovanih na digitalnoj fotogrametriji, Quality analysis of 3d models based on digital photogrammetry",
volume = "55",
number = "52",
pages = "5-26",
url = "https://hdl.handle.net/21.15107/rcub_cer_7038"
}

Borisov, M., Simić, R., Petrović, V. M.,& Milinčić, M.. (2021). Analiza kvaliteta 3d modela zasnovanih na digitalnoj fotogrametriji. in Geodetski glasnik
Sarajevo, Bosna i Hercegovina : Savez udruženja građana geodetske struke u Bosni i Hercegovini., 55(52), 5-26.
https://hdl.handle.net/21.15107/rcub_cer_7038

Borisov M, Simić R, Petrović VM, Milinčić M. Analiza kvaliteta 3d modela zasnovanih na digitalnoj fotogrametriji. in Geodetski glasnik. 2021;55(52):5-26.
https://hdl.handle.net/21.15107/rcub_cer_7038 .

Borisov, Mirko, Simić, Radovan, Petrović, Vladimir M., Milinčić, Miroljub, "Analiza kvaliteta 3d modela zasnovanih na digitalnoj fotogrametriji" in Geodetski glasnik, 55, no. 52 (2021):5-26,
https://hdl.handle.net/21.15107/rcub_cer_7038 .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Gavrilović, Milan
AU  - Sladić, Dubravka
AU  - Radulović, Aleksandra
AU  - Petrović, Vladimir
PY  - 2020
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/3574
AB  - The article deals with the length differences between georeference
surfaces within the state coordinate system of Serbia. It’s an
analysis starting from the topography, through geoid and ellipsoid,
to the map projection. During the literature review, analyses
of the length changes from topography to the state map projection
for the geographic territory of Serbia were not found. The
set of initial data consists DEM and the geoid model, as well as
vector data that contain the boundary of the research area.
Calculation will be performed on the basis of 88439 points of
grids, located at a distance of 1 km, while the analysis will be
done by comparing average deformations, extreme deformation
values, percentage of positive and negative values of deformations,
as well as percentage of length without deformations. The
aim of this research is to provide a set of data on length differences
that covers the entire territory of Serbia.
PB  - England : Taylor and Francis Ltd.
T2  - Geocarto International
T1  - Comparative analysis of length differences between georeference surfaces
DO  - 10.1080/10106049.2020.1750065
ER  - 

@article{
author = "Borisov, Mirko and Gavrilović, Milan and Sladić, Dubravka and Radulović, Aleksandra and Petrović, Vladimir",
year = "2020",
abstract = "The article deals with the length differences between georeference
surfaces within the state coordinate system of Serbia. It’s an
analysis starting from the topography, through geoid and ellipsoid,
to the map projection. During the literature review, analyses
of the length changes from topography to the state map projection
for the geographic territory of Serbia were not found. The
set of initial data consists DEM and the geoid model, as well as
vector data that contain the boundary of the research area.
Calculation will be performed on the basis of 88439 points of
grids, located at a distance of 1 km, while the analysis will be
done by comparing average deformations, extreme deformation
values, percentage of positive and negative values of deformations,
as well as percentage of length without deformations. The
aim of this research is to provide a set of data on length differences
that covers the entire territory of Serbia.",
publisher = "England : Taylor and Francis Ltd.",
journal = "Geocarto International",
title = "Comparative analysis of length differences between georeference surfaces",
doi = "10.1080/10106049.2020.1750065"
}

Borisov, M., Gavrilović, M., Sladić, D., Radulović, A.,& Petrović, V.. (2020). Comparative analysis of length differences between georeference surfaces. in Geocarto International
England : Taylor and Francis Ltd...
https://doi.org/10.1080/10106049.2020.1750065

Borisov M, Gavrilović M, Sladić D, Radulović A, Petrović V. Comparative analysis of length differences between georeference surfaces. in Geocarto International. 2020;.
doi:10.1080/10106049.2020.1750065 .

Borisov, Mirko, Gavrilović, Milan, Sladić, Dubravka, Radulović, Aleksandra, Petrović, Vladimir, "Comparative analysis of length differences between georeference surfaces" in Geocarto International (2020),
https://doi.org/10.1080/10106049.2020.1750065 . .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Gavrilović, Milan
AU  - Sladić, Dubravka
AU  - Radulović, Aleksandra
AU  - Petrović, Vladimir
PY  - 2020
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/3622
AB  - The article deals with the length differences between georeferencesurfaces within the state coordinate system of Serbia. It’s ananalysis starting from the topography, through geoid and ellipsoid,to the map projection. During the literature review, analysesof the length changes from topography to the state map projectionfor the geographic territory of Serbia were not found. Theset of initial data consists DEM and the geoid model, as well asvector data that contain the boundary of the research area.Calculation will be performed on the basis of 88439 points ofgrids, located at a distance of 1 km, while the analysis will bedone by comparing average deformations, extreme deformationvalues, percentage of positive and negative values of deformations,as well as percentage of length without deformations. Theaim of this research is to provide a set of data on length differencesthat covers the entire territory of Serbia.
PB  - England : Taylor and Francis Ltd.
T2  - Geocarto International
T1  - Comparative analysis of length differences between georeference surfaces
DO  - 10.1080/10106049.2020.1750065
ER  - 

@article{
author = "Borisov, Mirko and Gavrilović, Milan and Sladić, Dubravka and Radulović, Aleksandra and Petrović, Vladimir",
year = "2020",
abstract = "The article deals with the length differences between georeferencesurfaces within the state coordinate system of Serbia. It’s ananalysis starting from the topography, through geoid and ellipsoid,to the map projection. During the literature review, analysesof the length changes from topography to the state map projectionfor the geographic territory of Serbia were not found. Theset of initial data consists DEM and the geoid model, as well asvector data that contain the boundary of the research area.Calculation will be performed on the basis of 88439 points ofgrids, located at a distance of 1 km, while the analysis will bedone by comparing average deformations, extreme deformationvalues, percentage of positive and negative values of deformations,as well as percentage of length without deformations. Theaim of this research is to provide a set of data on length differencesthat covers the entire territory of Serbia.",
publisher = "England : Taylor and Francis Ltd.",
journal = "Geocarto International",
title = "Comparative analysis of length differences between georeference surfaces",
doi = "10.1080/10106049.2020.1750065"
}

Borisov, M., Gavrilović, M., Sladić, D., Radulović, A.,& Petrović, V.. (2020). Comparative analysis of length differences between georeference surfaces. in Geocarto International
England : Taylor and Francis Ltd...
https://doi.org/10.1080/10106049.2020.1750065

Borisov M, Gavrilović M, Sladić D, Radulović A, Petrović V. Comparative analysis of length differences between georeference surfaces. in Geocarto International. 2020;.
doi:10.1080/10106049.2020.1750065 .

Borisov, Mirko, Gavrilović, Milan, Sladić, Dubravka, Radulović, Aleksandra, Petrović, Vladimir, "Comparative analysis of length differences between georeference surfaces" in Geocarto International (2020),
https://doi.org/10.1080/10106049.2020.1750065 . .

TY  - CONF
AU  - Borisov, Mirko
AU  - Mijić, Nikolina
AU  - Bugarin,Tanja
AU  - Petrović, Vladimir
AU  - Sabo, Filip
PY  - 2020
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/3252
AB  - Users of digital elevation models must be aware of their main characteristics in order to judge better their suitability for a specific application. This paper describes concept of creating and applying of the 3D model based on the satellite images. The quality and loyalty of the elevation model of the terrain depends of the data which are collected, i.e. on the type and resolution of the satellite images, horizontal and vertical datum, but also on the way of interpretation and visualization of the 3D model. On the other hand, the organization and structure of data are influencing on the creation of the 3D model.
PB  - Springer Science and Business Media LLC
C3  - Advanced Technologies, Systems, and Applications IV -Proceedings of the International Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies (IAT 2019). IAT 2019. Lecture Notes in Networks and Systems
T1  - The Concept and Application of the 3D Model Based on the Satellite Images
VL  - 83
SP  - 290
EP  - 304
DO  - 10.1007/978-3-030-24986-1_23
ER  - 

@conference{
author = "Borisov, Mirko and Mijić, Nikolina and Bugarin,Tanja and Petrović, Vladimir and Sabo, Filip",
year = "2020",
abstract = "Users of digital elevation models must be aware of their main characteristics in order to judge better their suitability for a specific application. This paper describes concept of creating and applying of the 3D model based on the satellite images. The quality and loyalty of the elevation model of the terrain depends of the data which are collected, i.e. on the type and resolution of the satellite images, horizontal and vertical datum, but also on the way of interpretation and visualization of the 3D model. On the other hand, the organization and structure of data are influencing on the creation of the 3D model.",
publisher = "Springer Science and Business Media LLC",
journal = "Advanced Technologies, Systems, and Applications IV -Proceedings of the International Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies (IAT 2019). IAT 2019. Lecture Notes in Networks and Systems",
title = "The Concept and Application of the 3D Model Based on the Satellite Images",
volume = "83",
pages = "290-304",
doi = "10.1007/978-3-030-24986-1_23"
}

Borisov, M., Mijić, N., Bugarin, T., Petrović, V.,& Sabo, F.. (2020). The Concept and Application of the 3D Model Based on the Satellite Images. in Advanced Technologies, Systems, and Applications IV -Proceedings of the International Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies (IAT 2019). IAT 2019. Lecture Notes in Networks and Systems
Springer Science and Business Media LLC., 83, 290-304.
https://doi.org/10.1007/978-3-030-24986-1_23

Borisov M, Mijić N, Bugarin T, Petrović V, Sabo F. The Concept and Application of the 3D Model Based on the Satellite Images. in Advanced Technologies, Systems, and Applications IV -Proceedings of the International Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies (IAT 2019). IAT 2019. Lecture Notes in Networks and Systems. 2020;83:290-304.
doi:10.1007/978-3-030-24986-1_23 .

Borisov, Mirko, Mijić, Nikolina, Bugarin,Tanja, Petrović, Vladimir, Sabo, Filip, "The Concept and Application of the 3D Model Based on the Satellite Images" in Advanced Technologies, Systems, and Applications IV -Proceedings of the International Symposium on Innovative and Interdisciplinary Applications of Advanced Technologies (IAT 2019). IAT 2019. Lecture Notes in Networks and Systems, 83 (2020):290-304,
https://doi.org/10.1007/978-3-030-24986-1_23 . .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Pal, Andrej
AU  - Vrtunski, Milan
AU  - Jovanović, Dušan
AU  - Petrović, Vladimir M.
AU  - Vulić, Milivoj
PY  - 2019
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/3929
AB  - In this paper several well-known filtering techniques were compared in the purpose of automatic line generalization. The used methods for line simplification are digital first order low-pass filter, Savitzky-Golay (SG) filter and Whittaker filter. Two versions of the algorithm for line feature generalization were tested, from source scale 1:25 000 towards target scale of 1:100 000 and from source scale 1:25 000 towards scale of 1:50 000. Also, GPS data filtering for the target scale 1:50 000 was tested. The first version of the algorithm considers that there are no control data, and the filtering parameter is dictated by the desired accuracy for the target scale. The second version involves control data in the target scale. This means that the optimal value for the filtering parameter is the value for which the difference between input and control data is the smallest. Analysis showed that the SG filter yielded the best results in general. The proposed filters can be considered as a new solution for automated cartographic line simplification.
PB  - Croatia : Faculty of Mechanical Engineering in Slavonski Brod
PB  - Croatia : Faculty of Electrical Engineering in Osijek
PB  - Croatia : Faculty of Civil Engineering in Osijek
T2  - Tehnički Vjesnik
T1  - Preliminary Analysis of Quality of Contour Lines Using Smoothing Algorithms
VL  - 26
IS  - 5
DO  - 10.17559/TV-20180827150721
ER  - 

@article{
author = "Borisov, Mirko and Pal, Andrej and Vrtunski, Milan and Jovanović, Dušan and Petrović, Vladimir M. and Vulić, Milivoj",
year = "2019",
abstract = "In this paper several well-known filtering techniques were compared in the purpose of automatic line generalization. The used methods for line simplification are digital first order low-pass filter, Savitzky-Golay (SG) filter and Whittaker filter. Two versions of the algorithm for line feature generalization were tested, from source scale 1:25 000 towards target scale of 1:100 000 and from source scale 1:25 000 towards scale of 1:50 000. Also, GPS data filtering for the target scale 1:50 000 was tested. The first version of the algorithm considers that there are no control data, and the filtering parameter is dictated by the desired accuracy for the target scale. The second version involves control data in the target scale. This means that the optimal value for the filtering parameter is the value for which the difference between input and control data is the smallest. Analysis showed that the SG filter yielded the best results in general. The proposed filters can be considered as a new solution for automated cartographic line simplification.",
publisher = "Croatia : Faculty of Mechanical Engineering in Slavonski Brod, Croatia : Faculty of Electrical Engineering in Osijek, Croatia : Faculty of Civil Engineering in Osijek",
journal = "Tehnički Vjesnik",
title = "Preliminary Analysis of Quality of Contour Lines Using Smoothing Algorithms",
volume = "26",
number = "5",
doi = "10.17559/TV-20180827150721"
}

Borisov, M., Pal, A., Vrtunski, M., Jovanović, D., Petrović, V. M.,& Vulić, M.. (2019). Preliminary Analysis of Quality of Contour Lines Using Smoothing Algorithms. in Tehnički Vjesnik
Croatia : Faculty of Mechanical Engineering in Slavonski Brod., 26(5).
https://doi.org/10.17559/TV-20180827150721

Borisov M, Pal A, Vrtunski M, Jovanović D, Petrović VM, Vulić M. Preliminary Analysis of Quality of Contour Lines Using Smoothing Algorithms. in Tehnički Vjesnik. 2019;26(5).
doi:10.17559/TV-20180827150721 .

Borisov, Mirko, Pal, Andrej, Vrtunski, Milan, Jovanović, Dušan, Petrović, Vladimir M., Vulić, Milivoj, "Preliminary Analysis of Quality of Contour Lines Using Smoothing Algorithms" in Tehnički Vjesnik, 26, no. 5 (2019),
https://doi.org/10.17559/TV-20180827150721 . .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Simić, Radovan
AU  - Petrović, Vladimir
AU  - Bojović, Bogdan B.
PY  - 2019
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/3456
AB  - The paper discusses the concept of construction and monitoring of
capacity changes - the volume of the "Garajevac-Istok" excavation
(mine), located in the cadastral municipality of Novi Bečej. Namely, in
the earlier period, the physical surface of the Earth and geospace in
general were shown two-dimensionally (2D), in a plane, by some of
the cartographic methods (contour lines, points heights, hypsometry)
or three-dimensionally (3D), by modeling of reliefs and relief cards.
The cartographic principles of terrain making and visualizing on relief
mapping models allow the creation of 3D views, but not enough
quality and engineering precise 3D terrain models. In addition, there
is a possibility of quantitative and qualitative assessment of the
terrain on the mentioned models not to be accurate enough.
With new technologies, the 3D geospatial display mode changes, and
the concept of digital terrain modeling (DTM) is being applied. The
main goal of the work is to create 3D models and to give an analysis of
the "Garajevac-Istok" mine for a certain period of exploitation
AB  - U radu se razmatra koncept izrade i praćenja promena kapaciteta - kubature kopa 'Garajevac - istok', koji se nalazi na katastarskoj opštini Novi Bečej. Ranije su se fizička površ Zemlje i geoprostor uopšte prikazivali dvodimenzionalno (2D) u ravni, nekom od kartografskih metoda (izolinije, kote, hipsoskala) ili trodimenzionalno (3D), izradom maketa i reljefnih karata. Kartografski principi izrade i vizualizacije terena na reljefnim kartografskim modelima omogućuju stvaranje 3D prikaza, ali ne i dovoljno kvalitetnog i inženjerski preciznog 3D modela terena. Pritom je mogućnost kvantitativne i kvalitativne ocene terena na pomenutim modelima otežan i nije dovoljno tačan. Sa pojavom novih tehnologija menja se način 3D prikaza geoprostora, odnosno primenjuje se koncept izrade digitalnih modela terena (DMT). Osnovni cilj rada jeste kreiranje 3D modela i uporedna analiza kubature kopa 'Garajevac - istok' za određeni period eksploatacije.
PB  - Beograd : Univerzitet odbrane
T2  - Vojnotehnički glasnik
T1  - Analiza promena kapaciteta kopa 'Garajevac - Istok' primenom GIS tehnologije
T1  - Analysis of the capacity changes in the 'Garajevac-Istok' excavation by applying the GIS technology
VL  - 67
IS  - 2
SP  - 403
EP  - 430
DO  - 10.5937/vojtehg67-19650
ER  - 

@article{
author = "Borisov, Mirko and Simić, Radovan and Petrović, Vladimir and Bojović, Bogdan B.",
year = "2019",
abstract = "The paper discusses the concept of construction and monitoring of
capacity changes - the volume of the "Garajevac-Istok" excavation
(mine), located in the cadastral municipality of Novi Bečej. Namely, in
the earlier period, the physical surface of the Earth and geospace in
general were shown two-dimensionally (2D), in a plane, by some of
the cartographic methods (contour lines, points heights, hypsometry)
or three-dimensionally (3D), by modeling of reliefs and relief cards.
The cartographic principles of terrain making and visualizing on relief
mapping models allow the creation of 3D views, but not enough
quality and engineering precise 3D terrain models. In addition, there
is a possibility of quantitative and qualitative assessment of the
terrain on the mentioned models not to be accurate enough.
With new technologies, the 3D geospatial display mode changes, and
the concept of digital terrain modeling (DTM) is being applied. The
main goal of the work is to create 3D models and to give an analysis of
the "Garajevac-Istok" mine for a certain period of exploitation, U radu se razmatra koncept izrade i praćenja promena kapaciteta - kubature kopa 'Garajevac - istok', koji se nalazi na katastarskoj opštini Novi Bečej. Ranije su se fizička površ Zemlje i geoprostor uopšte prikazivali dvodimenzionalno (2D) u ravni, nekom od kartografskih metoda (izolinije, kote, hipsoskala) ili trodimenzionalno (3D), izradom maketa i reljefnih karata. Kartografski principi izrade i vizualizacije terena na reljefnim kartografskim modelima omogućuju stvaranje 3D prikaza, ali ne i dovoljno kvalitetnog i inženjerski preciznog 3D modela terena. Pritom je mogućnost kvantitativne i kvalitativne ocene terena na pomenutim modelima otežan i nije dovoljno tačan. Sa pojavom novih tehnologija menja se način 3D prikaza geoprostora, odnosno primenjuje se koncept izrade digitalnih modela terena (DMT). Osnovni cilj rada jeste kreiranje 3D modela i uporedna analiza kubature kopa 'Garajevac - istok' za određeni period eksploatacije.",
publisher = "Beograd : Univerzitet odbrane",
journal = "Vojnotehnički glasnik",
title = "Analiza promena kapaciteta kopa 'Garajevac - Istok' primenom GIS tehnologije, Analysis of the capacity changes in the 'Garajevac-Istok' excavation by applying the GIS technology",
volume = "67",
number = "2",
pages = "403-430",
doi = "10.5937/vojtehg67-19650"
}

Borisov, M., Simić, R., Petrović, V.,& Bojović, B. B.. (2019). Analiza promena kapaciteta kopa 'Garajevac - Istok' primenom GIS tehnologije. in Vojnotehnički glasnik
Beograd : Univerzitet odbrane., 67(2), 403-430.
https://doi.org/10.5937/vojtehg67-19650

Borisov M, Simić R, Petrović V, Bojović BB. Analiza promena kapaciteta kopa 'Garajevac - Istok' primenom GIS tehnologije. in Vojnotehnički glasnik. 2019;67(2):403-430.
doi:10.5937/vojtehg67-19650 .

Borisov, Mirko, Simić, Radovan, Petrović, Vladimir, Bojović, Bogdan B., "Analiza promena kapaciteta kopa 'Garajevac - Istok' primenom GIS tehnologije" in Vojnotehnički glasnik, 67, no. 2 (2019):403-430,
https://doi.org/10.5937/vojtehg67-19650 . .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Petrović, Vladimir M.
PY  - 2017
UR  - http://www.suggsbih.ba/GG.htm
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/3956
AB  - Technological trends in the field of
cartography and GIS require a different
concept in the production of maps from classic
cartographic publishing. The paper describes
the technological procedure for the creating of
a topographic map at scale of 1:50 000 in the
geodata environment and based on it a
cartographic-reproduction preparation for
printing. At the beginning of the work, the
criteria are analyzed for choosing the basic
scale as initial (fundamental) scale in the
system of topographic maps. After that,
technical and technological solutions are
described, from the modeling of map data to
creating of the database. Also, procedures of
cartographic reproduction preparation and
printing of topographic maps are described. In
the practical part of the work tools and
softwares were used: ArcGIS, MicroStation
and PS/M.
AB  - Tehnološki trendovi na polju kartografije i
GIS, zahtijevaju drugačiji koncept u produkciji
karata od klasičnog kartografskog izdavaštva.
U radu se opisuje tehnološki postupak izrade
topografske karte razmjere 1:50 000 u
okruženju geobaze podataka i na osnovu nje
kartografsko-reprodukcijska priprema za
štampu. Na početku rada, analiziraju se
kriterijumi izbora osnovne razmjere kao
početne (fundamentalne) razmjere u sistemu
topografskih karata. Nakon toga, opisuju se
tehničko-tehnološka rješenja od modelovanja
kartografskih podataka do formiranja baze.
Takođe, opisuju se postupci kartografskoreprodukcijske
pripreme i štampa topografskih
karata. U praktičnom dijelu rada korišćeni su
alati i softverska okruženja: ArcGIS,
MicroStation i PS/M.
PB  - Bosnia and Herzegovina : Union of Associations of Geodetic Professionals in Bosnia and Herzegovina
T2  - Geodetski Glasnik
T1  - Production of topographic map at scale 1:50000 in the environment of geodatabase
T1  - Produkcija topografske karte razmjere 1:50 000 u okruženju geobaze podataka
VL  - 51
IS  - 48
SP  - 89
EP  - 102
UR  - https://hdl.handle.net/21.15107/rcub_cer_3956
ER  - 

@article{
author = "Borisov, Mirko and Petrović, Vladimir M.",
year = "2017",
abstract = "Technological trends in the field of
cartography and GIS require a different
concept in the production of maps from classic
cartographic publishing. The paper describes
the technological procedure for the creating of
a topographic map at scale of 1:50 000 in the
geodata environment and based on it a
cartographic-reproduction preparation for
printing. At the beginning of the work, the
criteria are analyzed for choosing the basic
scale as initial (fundamental) scale in the
system of topographic maps. After that,
technical and technological solutions are
described, from the modeling of map data to
creating of the database. Also, procedures of
cartographic reproduction preparation and
printing of topographic maps are described. In
the practical part of the work tools and
softwares were used: ArcGIS, MicroStation
and PS/M., Tehnološki trendovi na polju kartografije i
GIS, zahtijevaju drugačiji koncept u produkciji
karata od klasičnog kartografskog izdavaštva.
U radu se opisuje tehnološki postupak izrade
topografske karte razmjere 1:50 000 u
okruženju geobaze podataka i na osnovu nje
kartografsko-reprodukcijska priprema za
štampu. Na početku rada, analiziraju se
kriterijumi izbora osnovne razmjere kao
početne (fundamentalne) razmjere u sistemu
topografskih karata. Nakon toga, opisuju se
tehničko-tehnološka rješenja od modelovanja
kartografskih podataka do formiranja baze.
Takođe, opisuju se postupci kartografskoreprodukcijske
pripreme i štampa topografskih
karata. U praktičnom dijelu rada korišćeni su
alati i softverska okruženja: ArcGIS,
MicroStation i PS/M.",
publisher = "Bosnia and Herzegovina : Union of Associations of Geodetic Professionals in Bosnia and Herzegovina",
journal = "Geodetski Glasnik",
title = "Production of topographic map at scale 1:50000 in the environment of geodatabase, Produkcija topografske karte razmjere 1:50 000 u okruženju geobaze podataka",
volume = "51",
number = "48",
pages = "89-102",
url = "https://hdl.handle.net/21.15107/rcub_cer_3956"
}

Borisov, M.,& Petrović, V. M.. (2017). Production of topographic map at scale 1:50000 in the environment of geodatabase. in Geodetski Glasnik
Bosnia and Herzegovina : Union of Associations of Geodetic Professionals in Bosnia and Herzegovina., 51(48), 89-102.
https://hdl.handle.net/21.15107/rcub_cer_3956

Borisov M, Petrović VM. Production of topographic map at scale 1:50000 in the environment of geodatabase. in Geodetski Glasnik. 2017;51(48):89-102.
https://hdl.handle.net/21.15107/rcub_cer_3956 .

Borisov, Mirko, Petrović, Vladimir M., "Production of topographic map at scale 1:50000 in the environment of geodatabase" in Geodetski Glasnik, 51, no. 48 (2017):89-102,
https://hdl.handle.net/21.15107/rcub_cer_3956 .

TY  - JOUR
AU  - Petrović, Vladimir
AU  - Borisov, Mirko
AU  - Zlatanović, Dragan
AU  - Đurđevac-Ignjatović, Lidija
PY  - 2017
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/2074
AB  - The paper describes some experiences and the methodology used for evaluation the vertical accuracy of data on the official (state) topographic maps. The vertical accuracy is an important element of quality 3D representation on the topographic maps in digital, as well as in analogous forms. A comparative way of testing is usually applied for determining the vertical accuracy, namely the comparison of the measured values of topographic maps with 'true' or 'conditionally true' values (numeric data of the geodetic and height points). This method gives a direct accuracy assessment of the printed maps and 3D terrain models, especially when used in industries such as mining. To a large extent, the vertical accuracy of data and geomorphology (geographic) fidelity relief on the topographic maps is not always sufficient quality. The type of survey and how the matter affects the quality, or the geodetic control points are drawn precisely, where the accuracy of the contour lines is lower. However, the application of a new technology is changes the 3D visualization of terrain, thus increasing the vertical accuracy of data.
PB  - Institut za rudarstvo i metalurgiju Bor
T2  - Mining and Metallurgy Engineering Bor
T1  - Vertical accuracy of data on the topographic maps and their application in mining
IS  - 3-4
SP  - 39
EP  - 50
DO  - 10.5937/mmeb1704039P
ER  - 

@article{
author = "Petrović, Vladimir and Borisov, Mirko and Zlatanović, Dragan and Đurđevac-Ignjatović, Lidija",
year = "2017",
abstract = "The paper describes some experiences and the methodology used for evaluation the vertical accuracy of data on the official (state) topographic maps. The vertical accuracy is an important element of quality 3D representation on the topographic maps in digital, as well as in analogous forms. A comparative way of testing is usually applied for determining the vertical accuracy, namely the comparison of the measured values of topographic maps with 'true' or 'conditionally true' values (numeric data of the geodetic and height points). This method gives a direct accuracy assessment of the printed maps and 3D terrain models, especially when used in industries such as mining. To a large extent, the vertical accuracy of data and geomorphology (geographic) fidelity relief on the topographic maps is not always sufficient quality. The type of survey and how the matter affects the quality, or the geodetic control points are drawn precisely, where the accuracy of the contour lines is lower. However, the application of a new technology is changes the 3D visualization of terrain, thus increasing the vertical accuracy of data.",
publisher = "Institut za rudarstvo i metalurgiju Bor",
journal = "Mining and Metallurgy Engineering Bor",
title = "Vertical accuracy of data on the topographic maps and their application in mining",
number = "3-4",
pages = "39-50",
doi = "10.5937/mmeb1704039P"
}

Petrović, V., Borisov, M., Zlatanović, D.,& Đurđevac-Ignjatović, L.. (2017). Vertical accuracy of data on the topographic maps and their application in mining. in Mining and Metallurgy Engineering Bor
Institut za rudarstvo i metalurgiju Bor.(3-4), 39-50.
https://doi.org/10.5937/mmeb1704039P

Petrović V, Borisov M, Zlatanović D, Đurđevac-Ignjatović L. Vertical accuracy of data on the topographic maps and their application in mining. in Mining and Metallurgy Engineering Bor. 2017;(3-4):39-50.
doi:10.5937/mmeb1704039P .

Petrović, Vladimir, Borisov, Mirko, Zlatanović, Dragan, Đurđevac-Ignjatović, Lidija, "Vertical accuracy of data on the topographic maps and their application in mining" in Mining and Metallurgy Engineering Bor, no. 3-4 (2017):39-50,
https://doi.org/10.5937/mmeb1704039P . .

TY  - JOUR
AU  - Davidovic, Marina
AU  - Petrović, Vladimir
AU  - Borisov, Mirko
PY  - 2016
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/2044
AB  - In the paper is described the process of creating digital terrain models (DTM) using different interpolation methods. The analyses show the accuracy of the DTM obtained from topographic maps at different scales and using different interpolation methods. The quality and accuracy of DTM depends on the complexity of the terrain, data sources, and methods of height interpolation. The basic idea is the creation of the DTM for the selected area and the comparison of the results by applying appropriate interpolation methods. The aim of the research is to analyse the quality of the DTM model and to consider suitability of certain interpolation methods, based on the obtained results, i.e. their advantages and disadvantages. The experiment was done in the software environment ERDAS IMAGINE 2014.
T2  - Geodetski List
T1  - Analysis of the Display of Digital Terrain Models using Different Interpolation Methods
VL  - 70
IS  - 3
SP  - 267
EP  - 282
UR  - https://hdl.handle.net/21.15107/rcub_cer_2044
ER  - 

@article{
author = "Davidovic, Marina and Petrović, Vladimir and Borisov, Mirko",
year = "2016",
abstract = "In the paper is described the process of creating digital terrain models (DTM) using different interpolation methods. The analyses show the accuracy of the DTM obtained from topographic maps at different scales and using different interpolation methods. The quality and accuracy of DTM depends on the complexity of the terrain, data sources, and methods of height interpolation. The basic idea is the creation of the DTM for the selected area and the comparison of the results by applying appropriate interpolation methods. The aim of the research is to analyse the quality of the DTM model and to consider suitability of certain interpolation methods, based on the obtained results, i.e. their advantages and disadvantages. The experiment was done in the software environment ERDAS IMAGINE 2014.",
journal = "Geodetski List",
title = "Analysis of the Display of Digital Terrain Models using Different Interpolation Methods",
volume = "70",
number = "3",
pages = "267-282",
url = "https://hdl.handle.net/21.15107/rcub_cer_2044"
}

Davidovic, M., Petrović, V.,& Borisov, M.. (2016). Analysis of the Display of Digital Terrain Models using Different Interpolation Methods. in Geodetski List, 70(3), 267-282.
https://hdl.handle.net/21.15107/rcub_cer_2044

Davidovic M, Petrović V, Borisov M. Analysis of the Display of Digital Terrain Models using Different Interpolation Methods. in Geodetski List. 2016;70(3):267-282.
https://hdl.handle.net/21.15107/rcub_cer_2044 .

Davidovic, Marina, Petrović, Vladimir, Borisov, Mirko, "Analysis of the Display of Digital Terrain Models using Different Interpolation Methods" in Geodetski List, 70, no. 3 (2016):267-282,
https://hdl.handle.net/21.15107/rcub_cer_2044 .

TY  - JOUR
AU  - Petrović, Vladimir
AU  - Zlatanović, Dragan
AU  - Borisov, Mirko
AU  - Đurđevac-Ignjatović, Lidija
PY  - 2016
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/1993
AB  - This paper describes the concepts of 3D terrain models and their application in mining. The methods of terrain (relief) by spots elevation and contour lines are commonly applied on geodetic plans and topographic maps. Appearance of the technologies has changed the way of modeling and analysis of geospatial data, i.e., applying the concept of digital terrain models (DTM). This approach emphasizes the importance of geomorphometric analyses and monitoring changes on the field in time. Application of 3D geodata models in digital format (raster or vector) becomes increasingly used in mining. Therefore, it is important to describe the concepts and features of 3D geodata models and potential applications and monitoring changes in the field in time and space.
PB  - Institut za rudarstvo i metalurgiju Bor
T2  - Mining and Metallurgy Engineering Bor
T1  - Concepts of 3D terrain modeling and geomorphometric analysis in mining
IS  - 3
SP  - 1
EP  - 12
DO  - 10.5937/mmeb1603001P
ER  - 

@article{
author = "Petrović, Vladimir and Zlatanović, Dragan and Borisov, Mirko and Đurđevac-Ignjatović, Lidija",
year = "2016",
abstract = "This paper describes the concepts of 3D terrain models and their application in mining. The methods of terrain (relief) by spots elevation and contour lines are commonly applied on geodetic plans and topographic maps. Appearance of the technologies has changed the way of modeling and analysis of geospatial data, i.e., applying the concept of digital terrain models (DTM). This approach emphasizes the importance of geomorphometric analyses and monitoring changes on the field in time. Application of 3D geodata models in digital format (raster or vector) becomes increasingly used in mining. Therefore, it is important to describe the concepts and features of 3D geodata models and potential applications and monitoring changes in the field in time and space.",
publisher = "Institut za rudarstvo i metalurgiju Bor",
journal = "Mining and Metallurgy Engineering Bor",
title = "Concepts of 3D terrain modeling and geomorphometric analysis in mining",
number = "3",
pages = "1-12",
doi = "10.5937/mmeb1603001P"
}

Petrović, V., Zlatanović, D., Borisov, M.,& Đurđevac-Ignjatović, L.. (2016). Concepts of 3D terrain modeling and geomorphometric analysis in mining. in Mining and Metallurgy Engineering Bor
Institut za rudarstvo i metalurgiju Bor.(3), 1-12.
https://doi.org/10.5937/mmeb1603001P

Petrović V, Zlatanović D, Borisov M, Đurđevac-Ignjatović L. Concepts of 3D terrain modeling and geomorphometric analysis in mining. in Mining and Metallurgy Engineering Bor. 2016;(3):1-12.
doi:10.5937/mmeb1603001P .

Petrović, Vladimir, Zlatanović, Dragan, Borisov, Mirko, Đurđevac-Ignjatović, Lidija, "Concepts of 3D terrain modeling and geomorphometric analysis in mining" in Mining and Metallurgy Engineering Bor, no. 3 (2016):1-12,
https://doi.org/10.5937/mmeb1603001P . .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Petrović, Vladimir
AU  - Vulic, Milivoj
PY  - 2015
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/1751
AB  - The article deals with finding the optimal map conic projection which, according to the criteria of the minimum of distortions, would be more appropriate than the available and, up to the present point in time, generally used conic map projections. Apart from the best map projection, the paper also describes other conic projections still used in the official cartography of Serbia. In the paper, the size of the deformations is analysed and shown in case of the Modified polyconic projection and the Lambert conic projection on the example of a geographical map at scale 1: 1000 000. Namely, the size of the linear deformations is analysed and shown in all cases. One of them, the fifth example of the Lambert conformal conic projection, is the most favourable in terms of size and distribution of the deformations upon the entire surface of mapping. Examples of real conformal conic projections are made with numerical procedures in the program package MATLAB.
PB  - Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
T2  - Tehnicki Vjesnik-Technical Gazette
T1  - Optimal map conic projection - a case study for the geographic territory of Serbia
VL  - 22
IS  - 2
SP  - 391
EP  - 399
DO  - 10.17559/TV-20140707123107
ER  - 

@article{
author = "Borisov, Mirko and Petrović, Vladimir and Vulic, Milivoj",
year = "2015",
abstract = "The article deals with finding the optimal map conic projection which, according to the criteria of the minimum of distortions, would be more appropriate than the available and, up to the present point in time, generally used conic map projections. Apart from the best map projection, the paper also describes other conic projections still used in the official cartography of Serbia. In the paper, the size of the deformations is analysed and shown in case of the Modified polyconic projection and the Lambert conic projection on the example of a geographical map at scale 1: 1000 000. Namely, the size of the linear deformations is analysed and shown in all cases. One of them, the fifth example of the Lambert conformal conic projection, is the most favourable in terms of size and distribution of the deformations upon the entire surface of mapping. Examples of real conformal conic projections are made with numerical procedures in the program package MATLAB.",
publisher = "Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek",
journal = "Tehnicki Vjesnik-Technical Gazette",
title = "Optimal map conic projection - a case study for the geographic territory of Serbia",
volume = "22",
number = "2",
pages = "391-399",
doi = "10.17559/TV-20140707123107"
}

Borisov, M., Petrović, V.,& Vulic, M.. (2015). Optimal map conic projection - a case study for the geographic territory of Serbia. in Tehnicki Vjesnik-Technical Gazette
Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek., 22(2), 391-399.
https://doi.org/10.17559/TV-20140707123107

Borisov M, Petrović V, Vulic M. Optimal map conic projection - a case study for the geographic territory of Serbia. in Tehnicki Vjesnik-Technical Gazette. 2015;22(2):391-399.
doi:10.17559/TV-20140707123107 .

Borisov, Mirko, Petrović, Vladimir, Vulic, Milivoj, "Optimal map conic projection - a case study for the geographic territory of Serbia" in Tehnicki Vjesnik-Technical Gazette, 22, no. 2 (2015):391-399,
https://doi.org/10.17559/TV-20140707123107 . .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Petrović, Vladimir M.
AU  - Vulić, Milivoj
PY  - 2014
UR  - http://www.suggsbih.ba/GEODETSKI%20GLASNIK/GEODETSKI%20GLASNIK%2045/Borisov_Petrovic_Vulic_GG%2045.pdf
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/3866
AB  - U radu se opisuju 3D modeli geopodataka
i njihova primjena. Na geodetskim
planovima i topografskim kartama
najčešće se primjenjuju metode prikaza
terena (reljefa) pomoću kota i izohipsi.
Međutim, sa pojavom novih tehnologija
mijenja se način vizualizacije i naglašava
koncept 3D modela geopodataka. Pritom,
koriste se različiti pojmovi: digitalni
model visina (DMV), digitalni model
terena (DMT), digitalni model površi
(DMP) i drugo. Infrastruktura i 3D
modeli geopodataka su standardizovani,
ali se vizualizacija i detaljnost sadržaja
mijenja i usklađuje prema namjeni i
razmjeri prikaza. Primjena 3D modela
geopodataka u digitalnom obliku (raster
ili vektor) postaje sve više aktuelna i
putem interneta. Zato je važno razlikovati
navedene pojmove i odlike 3D modela
geopodataka kao i mogućnosti njihove
primjene.
AB  - This paper describes the 3D geodata
models and their application. On geodetic
plans and topographic maps commonly
applied methods of terrain (relief) by spots
elevation and contour lines. However,
with the advent of new technologies the
way of the visualisation is changing and
highlights the concept 3D geodata model.
Namely, there are different concepts:
digital elevation model (DEM), digital
terrain model (DTM), digital surface
model (DSP) and so on. Infrastructure
and 3D geodata models are standardized,
while the visualization and details of
information change and adjust the needs
and aspect ratio display. Application of
3D geodata models in digital format
(raster or vector) is becoming
increasingly topical over the internet.
Therefore, it is important to distinguish
between certain concepts and features of
3D geodata models and the possibility of
their application.
PB  - Sarajevo : Union of Associations of Geodetic Professionals in Bosnia and Herzegovina
T2  - Geodetski glasnik
T1  - Vizuelizacija 3D modela geopodataka i njihova primjena
T1  - Visualisation of the 3D geodata models and their application
VL  - 48
IS  - 45
SP  - 29
EP  - 45
UR  - https://hdl.handle.net/21.15107/rcub_cer_3866
ER  - 

@article{
author = "Borisov, Mirko and Petrović, Vladimir M. and Vulić, Milivoj",
year = "2014",
abstract = "U radu se opisuju 3D modeli geopodataka
i njihova primjena. Na geodetskim
planovima i topografskim kartama
najčešće se primjenjuju metode prikaza
terena (reljefa) pomoću kota i izohipsi.
Međutim, sa pojavom novih tehnologija
mijenja se način vizualizacije i naglašava
koncept 3D modela geopodataka. Pritom,
koriste se različiti pojmovi: digitalni
model visina (DMV), digitalni model
terena (DMT), digitalni model površi
(DMP) i drugo. Infrastruktura i 3D
modeli geopodataka su standardizovani,
ali se vizualizacija i detaljnost sadržaja
mijenja i usklađuje prema namjeni i
razmjeri prikaza. Primjena 3D modela
geopodataka u digitalnom obliku (raster
ili vektor) postaje sve više aktuelna i
putem interneta. Zato je važno razlikovati
navedene pojmove i odlike 3D modela
geopodataka kao i mogućnosti njihove
primjene., This paper describes the 3D geodata
models and their application. On geodetic
plans and topographic maps commonly
applied methods of terrain (relief) by spots
elevation and contour lines. However,
with the advent of new technologies the
way of the visualisation is changing and
highlights the concept 3D geodata model.
Namely, there are different concepts:
digital elevation model (DEM), digital
terrain model (DTM), digital surface
model (DSP) and so on. Infrastructure
and 3D geodata models are standardized,
while the visualization and details of
information change and adjust the needs
and aspect ratio display. Application of
3D geodata models in digital format
(raster or vector) is becoming
increasingly topical over the internet.
Therefore, it is important to distinguish
between certain concepts and features of
3D geodata models and the possibility of
their application.",
publisher = "Sarajevo : Union of Associations of Geodetic Professionals in Bosnia and Herzegovina",
journal = "Geodetski glasnik",
title = "Vizuelizacija 3D modela geopodataka i njihova primjena, Visualisation of the 3D geodata models and their application",
volume = "48",
number = "45",
pages = "29-45",
url = "https://hdl.handle.net/21.15107/rcub_cer_3866"
}

Borisov, M., Petrović, V. M.,& Vulić, M.. (2014). Vizuelizacija 3D modela geopodataka i njihova primjena. in Geodetski glasnik
Sarajevo : Union of Associations of Geodetic Professionals in Bosnia and Herzegovina., 48(45), 29-45.
https://hdl.handle.net/21.15107/rcub_cer_3866

Borisov M, Petrović VM, Vulić M. Vizuelizacija 3D modela geopodataka i njihova primjena. in Geodetski glasnik. 2014;48(45):29-45.
https://hdl.handle.net/21.15107/rcub_cer_3866 .

Borisov, Mirko, Petrović, Vladimir M., Vulić, Milivoj, "Vizuelizacija 3D modela geopodataka i njihova primjena" in Geodetski glasnik, 48, no. 45 (2014):29-45,
https://hdl.handle.net/21.15107/rcub_cer_3866 .

TY  - JOUR
AU  - Borisov, Mirko
AU  - Govedarica, Miro
AU  - Petrović, Vladimir
PY  - 2011
UR  - https://cer.ihtm.bg.ac.rs/handle/123456789/880
AB  - This paper is dedicated to the mapping of conic projections and their appliance in producing maps of our state cartography. So far they were often applied, and will be used precisely coned, polyconed and modified polyconed projections for the official mapping (1:500 000, 1:750 000, 1:1000 000 and 1:1500 000). In particular, they cartographic conical projection at a scale of 1:1000 000 were taken into consideration. Those are the Lambert conformal conical projection with two standard parallels and the Modified polyconic projections. In addition to these cartographic conical projections, is described Boneo's pseudoconic equivalent projections. This is one of the cartographic conical map projection that is commonly used in the preparation of thematic maps as well as for atlas editions of geographic maps both in Serbia and abroad.
AB  - U radu se razmatraju kartografske konusne projekcije i njihova primena u izradi geografskih karata u našoj državnoj kartografiji. Do sada su se često primenjivale, a i ubuduće će se koristiti upravo konusne, polikonusne i modifikovane polikonusne projekcije za potrebe službene kartografije (1:500 000, 1:750 000, 1:1000 000 i 1:1500 000). Posebno su razmatrane kartografske konusne projekcije u razmeri 1:1000 000. To su Lambertova konusna konformna projekcija sa dve standardne paralele i Modifikovana polikonusna projekcija. Osim pomenutih kartografskih konusnih projekcija, opisana je i Boneova ekvivalentna pseudokonusna projekcija. Ovo je jedna od kartografskih konusnih projekcija koja se najčešće primenjuje u izradi tematskih karata, kao i za potrebe atlasnog izdanja geografskih karata kod nas i u svetu.
PB  - Serbian Geographical Society
T2  - Glasnik Srpskog geografskog društva
T1  - Cartographic conic projections and their appliance in national cartography
T1  - Kartografske konusne projekcije i njihova primena u državnoj kartografiji
VL  - 91
IS  - 4
SP  - 183
EP  - 204
DO  - 10.2298/GSGD1104183B
ER  - 

@article{
author = "Borisov, Mirko and Govedarica, Miro and Petrović, Vladimir",
year = "2011",
abstract = "This paper is dedicated to the mapping of conic projections and their appliance in producing maps of our state cartography. So far they were often applied, and will be used precisely coned, polyconed and modified polyconed projections for the official mapping (1:500 000, 1:750 000, 1:1000 000 and 1:1500 000). In particular, they cartographic conical projection at a scale of 1:1000 000 were taken into consideration. Those are the Lambert conformal conical projection with two standard parallels and the Modified polyconic projections. In addition to these cartographic conical projections, is described Boneo's pseudoconic equivalent projections. This is one of the cartographic conical map projection that is commonly used in the preparation of thematic maps as well as for atlas editions of geographic maps both in Serbia and abroad., U radu se razmatraju kartografske konusne projekcije i njihova primena u izradi geografskih karata u našoj državnoj kartografiji. Do sada su se često primenjivale, a i ubuduće će se koristiti upravo konusne, polikonusne i modifikovane polikonusne projekcije za potrebe službene kartografije (1:500 000, 1:750 000, 1:1000 000 i 1:1500 000). Posebno su razmatrane kartografske konusne projekcije u razmeri 1:1000 000. To su Lambertova konusna konformna projekcija sa dve standardne paralele i Modifikovana polikonusna projekcija. Osim pomenutih kartografskih konusnih projekcija, opisana je i Boneova ekvivalentna pseudokonusna projekcija. Ovo je jedna od kartografskih konusnih projekcija koja se najčešće primenjuje u izradi tematskih karata, kao i za potrebe atlasnog izdanja geografskih karata kod nas i u svetu.",
publisher = "Serbian Geographical Society",
journal = "Glasnik Srpskog geografskog društva",
title = "Cartographic conic projections and their appliance in national cartography, Kartografske konusne projekcije i njihova primena u državnoj kartografiji",
volume = "91",
number = "4",
pages = "183-204",
doi = "10.2298/GSGD1104183B"
}

Borisov, M., Govedarica, M.,& Petrović, V.. (2011). Cartographic conic projections and their appliance in national cartography. in Glasnik Srpskog geografskog društva
Serbian Geographical Society., 91(4), 183-204.
https://doi.org/10.2298/GSGD1104183B

Borisov M, Govedarica M, Petrović V. Cartographic conic projections and their appliance in national cartography. in Glasnik Srpskog geografskog društva. 2011;91(4):183-204.
doi:10.2298/GSGD1104183B .

Borisov, Mirko, Govedarica, Miro, Petrović, Vladimir, "Cartographic conic projections and their appliance in national cartography" in Glasnik Srpskog geografskog društva, 91, no. 4 (2011):183-204,
https://doi.org/10.2298/GSGD1104183B . .