CC BY
16
APPLICATION OF RELATIVE POSITIONING IN TOPOGRAPHIC SURVEY PREPARATIONS ON A FULL BASIS IN ARTILLERY
topographic-survey preparation, circular error probable.
Introduction
LO Ol
cp cp
(Û
Damir M. Projovic
University of Defence in Belgrade, Military Academy Department for management, Belgrade, Republic of Serbia, e-mail: [email protected], ORCID iD: http://orcid.org/0000-0002-6285-3485
DOI: 10.5937/vojtehg65-8061 «
ion
FIELD: Satelite Navigation, Military Sciences 2
ARTICLE TYPE: Professional Paper &
ARTICLE LANGUAGE: English re
Abstract: i
u
The paper deals with the method of GPS relative positioning during o
topo geodetic survey preparations in artillery. Two Trimble Pro XRS receivers were used as a base station and a rover while a modem was a communication means between the devices. In order to get the results of the survey, statistical methods were applied in the subsequent data analysis. The results show a significantly reduced likelihood of errors at work in comparison to required values. The application of relative positioning during topographic survey preparations on a full basis provides much faster operation and higher accuracy than the prescribed one. g
p
Key words: global position system, relative positioning, ®
m
<D
<0 O
One of the main requirements of modern artillery is to determine coordinates of launching sites and observation posts accurately enough and fast enough for artillery firing. The requirement to determine the coordinates accurately enough and fast enough is durable and legitimate. However, in modern operations, less accurate but timely determined coordinations are more acceptable than those perfectly accurate but determined too late.
The application of classical field artillery survey is possible only in conditions of good visibility, which means that there is no procedure which,
o
o >
O CM
of
UJ
a.
Z) O
o <
o
X
o
LU
H ^
a. <
H
<
CD >o
X LU H O
O >
in a longer period of time, can provide the determination of coordinates during all day and night. Modern combat effects require that coordinate points be determined in all visibility conditions.
The most modern artillery weapons able to open fire immediately after stoping require to known accurate coordinates at the very moment of halt. An artillery observer whose movements follow the combat deployment of a supported unit also needs to know the current position coordinates in every moment so that he could successfully detect a target and control artillery fire. This sets very strict requirements for rapid and accurate determination of coordinates, which is the essence of one of the basic problems of modern artillery.
GPS NAVSTAR (GPS) and GLONASS created a possibility that any point on Earth, at any time of the day and in all visibility conditions can have its coordinates determined in a very short time, where the accuracy of coordinates usually depends on a user's subsystem, the number of satellites that can be observed simultaneously from a given point, the duration of observations and a GPS method.
Last-generation self-propelled multiple rocket launchers are positioned and oriented to firing positions via GPS receivers. One of the ways of orientation to the North is using a rigid horizontal bar with two GPS antennas. The bar length dictates the accuracy of orientation to the North (Sekulovic, Burkovic, 2010, pp.32-46).
Conventional field artillery survey
Depending on a combat situation, the number of known points, time available, time of the day, weather conditions, relief and accuracy to be achieved, field artillery survey may be on a full basis or according to a map. After a preparation of topographic surveying, a topographic unit can be set for determining the coordinates of landmarks, benchmarks and targets detected and for controling field artillery survey of artillery battalions.
Actions in field artillery survey are prepared in detail and operable. However, a problem is that some actions are based on old-fashioned, slow, manual and outdated methods in which impermissibly big mistakes occur. Random errors, Table 1 (Prirucnik za vojnika topografa zemaljske artiljerije, 1979, pp.181-200) occurring at work with outdated equipment in the operation preparatory phase are reflected in the operation execution phase on a hit probability. Increasingly complex requirements raise a question of efficiency of topographical surveying and preparation of artillery
fire support. The criteria for the evaluation of results are getting stricter. On the one hand, faster and high quality work is requested; on the other hand, tasks grow in number. As a result, there is a discrepancy between effort and results achieved (Glisic, Tugomir, 2007, p.56).
Table 1 - Features of the conventional method of artillery survey
Таблица 1 - Характеристики методов конвенциональных топографо-геодезических
учений
Табела 1 - Карактеристике метода конвенционалне топографско геодетске
припреме
PreParation Modes Ratings Accuracy
5 4 3
Backward intersection 10' 12'30'' 14'20'' < 50 m
MaP-based, mark roughly Sighting with the measurement 10' 12'30'' 14'20'' < 50 m
Comparing charts with the terrain 7' 10' 15' < 50 m
Using a short base 14' 16' 18' < 50 m
MaP-based, with instruments Intersection from reverse rectangular azimuths 7' 10' 15' < 50 m
Point of travers / / / < 50 m
Computational methods of processing travers 10' 20' 12' 24' 14' 28' < 2 m
Total-based toPograPhic survey Graphic forward intersection and a combined 14' 16' 18' < 12.5 m
Calculating, forward intersection and a combined 24' 27'30'' 29' 33'30'' 35' 41' < 2 m
Graphically, backward intersection to three points 14' 17' 20' < 12.5 m
Calculating, backward intersection to three points 54' 65' 80' < 2 m
ю см
CP CP
CD
-е го
го
.Q
О (Л С
о +-<
го
CP ф
;y ф
(Л
о
CP
eg о
CP
о
о
CP ф
> ф
го о
P <
■О >
о с? CL
In current practice, it is not possible to determine the coordinates of points accurately and quickly at the same time. In order to precisely determine the coordinates of three firing positions and three observation posts of one division on a topographically unprepared terrain, (6 points in two different areas) 6 to 8 people should continuously work for 6 to 8 hours (Maksimovic, 1996, p.79). Nevertheless, the required time of NATO artillery units to determine coordinates is up to twenty minutes.
Artillery survey on the total basis
Artillery survey on the total basis is the basic method of artillery preparation, thus ensuring a unique reference system for artillery units and more accurate determination of the initial elements for firing. Artillery survey on the total basis includes:
- Developing artillery trigonometry network;
- Defining the coordinates of launching sites, observation posts and observation stations of artillery units;
- Defining the coordinates of targets and landmarks;
- Defining the data to guide the weapons and orientiring instruments.
The methods for determining the coordinates of points are as follows: 1) polar method; 2) travers; 3) forward intersection and combined intersection; 4) backward intersection with three points; 5) triangulation.
An artillery battery (according to organizational and formational solutions in the training system) is not qualified to perform artillery survey on the total basis, but is capable of map-based artillery survey in 10 to 30 minutes but cannot reach the required data accuracy. The required accuracy can be reached by topographic units composed of 6-9 people, who, after a long specialist training in an artillery battery on topographically processed terrains, take 2 to 3 hours for field measurement and data processing, where very complex data processing consumes about 50% of the available time. The main problem is how to make artillery survey last shorter and enable artillery batteries to execute fast artillery survey on the total basis (Maksimovic, 1995, p.45).
Map-based artillery survey
Map-based artillery survey includes determining the coordinates of launching sites and observation posts of artillery units, based on the contour points and ground objects for which data are taken from the map and, if possible, checking the orientation of artillery wepons in the direction and orientation of instruments. Due to various unavoidable errors that occur in operation, this method results in considerably lower accuracy than the preparation on the total basis. It is used when there are no conditions for the application of artillery survey on the total basis.
The accuracy of map-based artillery survey depends primarily on the image scale (accuracy of 1 to 2 mm of the scale), and tools used; therefore, maps with greater scales (1: 25,000 and only exceptionally 1:
50,000) should be used. Contour points on the map and on the ground are taken as the known points for determining the coordinates of launching sites and observation posts of artillery units. For greater accuracy, whenever possible, trigonometric network points should be used. Map-based artillery survey can be performed using instruments or special tools (Uputstvo za topografsko-geodetsko obezbedenje arti ljerije, 1981, pp.209-211).
It is obvious that the modernization of artillery survey is necessary and that the way to solve this problem is the application of methods based on global navigation satellite systems (GNSS).
LO CM
CP CP
Ф
-e ro
ro
.Q
Methods and features of GPS positioning
Depending on the number of points the positions of which are determined and the relation of the obtained coordinates of the points (dependence of determining the coordinates of one point on the position of the other, referent one), GPS positioning methods can be generally divided into the following main categories: absolute method, relative positioning method and positioning of network points.
With regard to the operation when determining the coordinates of points (absolute or relative ones), both of these methods can be in the static or kinematic mode. The advantage of the static methods is that redundant measurements are obtained while the advantage of the kinematic methods is that measurement results are obtained in real time. Table 2 summarizes the characteristics of GPS positioning techniques.
Table 2 - Features of the GPS methods Таблица 2 - Характеристики методов GPS Табела 2 - Карактеристике метода GPS
The method of positioning Features Accuracy
Using of C / A-code; at least 4 satellites 20 - 50 m
Absolute Static Using the P-code; at least 4 satellites 5 - 20 m
Using precise ephemeris; a minimum of 4 satellites 2 - 5 m
Kinematic very brief observations (1 msec); at least 4 satellites 20 - 50 m
o s
с о
ч—'
ar
ra p
e
;y
e
£
u s
о p
ra сл
o p
o
o p
e
>
-t—' ф
a
о p
<
■о ■>
о
Pr
The method of positioning Features Accuracy
Relative Static Non-current static observations; database of more than 100 kilometers; at least 4 satellites 1 mm + 1 ppm
Current observations (8-30 min); short base (less than 10 km); dual-frequency receivers; at least 4 satellites 5 mm + 1 ppm
Kinematic Current observations (5 min); necessary to return to the station; up to 10 km; minimum of 4 satellites 1 cm + 2 ppm
Current observations; necessary connections between cells; up to 10 km; at least 4 satellites 1 cm + 2 ppm
Without stopping; special software is required; up to 10 km; OTF initialization; a minimum of 4 (5) satellites 1.5 cm + 2 ppm
Differential GPS Applying code measurements; at least 4 satellites 0.6...10 m
The highest accuracy is achieved with relative positioning methods, phase measurements, especially in the static mode, i.e. with the static relative positioning method.
Methods of absolute positioning
The results of this positioning method are determined, independent (absolute) coordinates of individual points in real time. The main characteristic of the absolute positioning methods is work with a single GPS receiver. Spatial rectangular coordinates are obtained, based on the measured pseudorange from the satellite to the receiver antenna and the antenna height above the point whose position is determined, Figure 1.
ю см
CP CP
ф
-е го
го
.Q
О (Л С
о го
Figure 1 - The principle of absolute positioning S.
Рис. 1 - Принцип абсолютного позиционирования Слика 1 - Принцип апсолутног позиционира^а ^
£
u s
The accuracy that can be achieved with this method within a few ~ seconds is in the range of 5-50 m (With an SA on, accuracy decreases ro three to four times), or up to about 2-5 m with precise ephemerides. When о the R-code is used, accuracy in the determination of the pseudorange is .2 better than when the S / A-code. Absolute positioning methods are used for navigational purposes, on land, at sea and in the air, and partially meet the needs of artillery units.
The accuracy in assessing a position with absolute positioning methods depends on several factors, but generally speaking, positioning accuracy depends on the accuracy of determining the pseudorange. The pseudorange is a value consisting of a geometric distance from the satellite to the receiver and an error in its measuring. There are multiple sources of errors which, together with pseudoranges, represent an effective measure of pseudorange accuracy uncertainty. This total measure is called User Equivalent Range Error (UERE).
The sources of errors that affect absolute positioning are as follows:
- errors of the clock in the satellite,
- errors of ephemerides,
- errors caused by relativistic influences,
- errors caused by the influence of the layers of the atmosphere (ionosphere and troposphere),
- errors caused by the imperfection of the receiver construction, and
- errors caused by multiple reflection of signals.
e
a ic
pl p
<
Methods of relative positioning
The relative positioning methods include simultaneous measurements of pseudoranges from two receivers to at least four satellites. One of the receivers must be stationary (GPS base) with known spatial geocentric coordinates (X, Y, Z) - a point of reference, and the coordinates of the second receiver position are relative ( AX, AY, ÀZ ) with respect to the first receiver. The relative coordinates form a position vector of the required point in relation to the known one, i.e. the base line. The geocentric coordinates of the required point P2 in relation to a given P1, Figure 2, are determined using the following expression:
R2 = R1 + AR12 , where R2 is the geocentric position vector P2,
- R1 is the geocentric position vector P1, and
- AR12 is the spatial position vector P2 with respect to P1 (the relative position vector).
Figure 2 - The principle of relative GPS Рис. 2 - Принцип относительного GPS Слика 2 - Принцип релативног GPS
The receiver at the station whose coordinates are determined can be stationary (for a static method) and mobile - rover (for a kinematic method).
Relative kinematic positioning is a GPS procedure that allows, in a short period of time, determining the trajectory of the rover antenna, Figure 3. Therefore, this method determines the relative coordinates of the rover in relation to the base receiver. The method of relative kinematic positioning (RKP) has a characteristic of fast acquiring a large number of
positional data with an accuracy that meets the needs of topographic surveys. RKP accuracy depends primarily on the retention time of the rover at an unknown point, which is from one second to a few minutes, depending on the type of point and the required accuracy. For example, when the rover is at the station for a period of five minutes and 20 registrations with a measurement epoch of 20 seconds, an accuracy of 1 cm + 2 RRM can be achieved. Namely, it is an accuracy in centimeters, and when RKP is applied in real time, accuracy decreases up to a decimeter. In the course of measuring, connection with at least four satellites is necessary.
Figure 3 - Relative kinematic positioning Рис. 3 - Кинематическое относительное позиционирование Слика 3 - Релативно кинематичко позиционира^е
There are two different methods of relative kinematic positioning:
- relative kinematic positioning in real time (Kinematic Survey over a Real Time or Real Time Kinematic - RTK)
- relative kinematic positioning with post-processing (Post-processed Kinematic Survey), (Bozic, 2005, pp.14-19).
Ю CM
p p
er
rt a
a b
o s n io ti
ar
ra p
e
e rv
u s
о
hi p
ra gr
o p
o
o p
e iv ti
al el
a ic
pl p
<
Processing of the Global Positioning System
Processing means a set of actions and procedures in the planning of processing and preparation of documents in the realization and implementation of the planned processing, processing of the measurement
■o vi
о CL
results and obtaining the required data on the positions of the required points and data analysis.
Planning of measurements
Based on the available equipment and technical and material resources, an analysis for GPS measurements was carried out as well as the planning of measurement realization and necessary actions for determining the coordinates of the primary and other elements of the combat disposition of artillery units.
There were two Pathfinder ProXR GPS receivers. Measurement planning and the subsequent data processing were done on personal computers with the support of software packages. Based on the task, GPS measurements were conducted in the area of the attack zone.
For planning and selecting measurement positions and cells, TK50 (583-1, 583-2, 583-3, 583-4) was used as well as air photos of the area.
For developing an artillery network and determining the coordinates of combat dispositions of artillery units, the following eight points were taken:
VP1 (Launching site 1)
VP2 (Launching site 2)
VP3 (Launching site 3)
01 (Observation post 1)
02 (Observation post 2)
03 (Observation post 3)
B1 (base station, also the aiming point, trig. point of the third order)
B2 (base station, also the aiming point, trig. point of the third order)
Based on the length of the base lines, i.e. the distances between the points, and on the elevation mask for some points, sessions were determined to last 5 minutes and signals from the satellites above the elevation angle of 13 ° were registered.
In the planning phase and the phase of measurement preparation, spatial data (coordinates in the Gauss-Kruger projection - X, Y, and height - Z) were collected, regarding the points agreed to be the basic network points, Table 3.
Table 3 - Spatial data (X, Y, Z) on the points in the G-K projection
Таблица 3 - Пространственные данные (X, Y, Z) на точках в G-K проекции Табела 3 - Просторни подаци (X, Y, Z) о тачкама у G-K про]екци]и
Point Mark Х [m] Y [m] Z [m]
B1 4792738.492 7598590.854 467.745
Point Mark X [m] Y [m] Z [m]
B2 4793751.080 7598727.161 400.482
VP1 4793248.929 7598802.074 364.481
VP2 4792501.004 7599499.598 359.116
VP3 4793127.382 7599748.856 306.843
01 4788875.275 7602116.462 451.331
02 4790451.471 7603651.004 299.872
03 4791125.629 7604801.141 357.286
LO CM
CP CP
(D
-e ro
ro
.Q
Realization of measurements
After centering and measuring the height of the antenna and connecting the receiver with the antenna and the controller, the receiver and the controller were put into operation. By making the controller oparational, the main menu appears on the display, with appropriate options for entering point data, the antenna heights and types, measurement methods, etc., followed by a signal registration onset.
During the measurement, there were usually five to eight satellites visible, rarely four or nine. The constellation of satellites during the measurement was satisfactory, which is supported by the fact that the value of PDOP factors ranged from 1.8 to 4.4.
o </) c
o +-<
2
ro p
<u
;y
<u £ tn
o p
eg
o p
o
Measurement processing and measurement quality control
There are a number of software solutions for measurement processing, depending on the receiver model and equipment. Equipment manufacturers produce software packages for data processing. Despite the fact that there are different developers and companies, all programs are based on the same conceptual principles.
Trimble, as already mentioned, offers the Pathfinder software package for data transfer and post-processing. Pathfinder consists of basic multifunctional modules intended to perform certain phases in measurement processing. Within each module, there are options for processing individual operations in more detail.
The results after processing GPS coordinates are shown in Table 4.
o p
<1J >
<D
<0
O p
<
■o ■>
o CL
Table 4 - Coordinates of the G-K projection Таблица 4 - Правоугольные координаты в проекции G-K Табела 4 - Правоугле координате у G-K про]екци]и
Point mark Х [m] ^ х [m] Y [m] [m] or DRMS [m] CEP [m]
VP1 4793248.929 0.345 7598802.074 0.333 0.47987 0.39998
VP2 4792501.004 0.315 7599499.598 0.304 0.43818 0.36523
VP3 4793127.382 0.389 7599748.856 0.376 0.54139 0.45126
О1 4788875.275 0.407 7602116.462 0.393 0.57419 0.47222
О2 4790451.471 0.286 7603651.004 0.276 0.39833 0.33201
О3 4791125.629 0.327 7604801.141 0.316 0.45591 0.38001
Average 0.40012
The accuracy in determining the point coordinates is defined by the values of standard deviations - a, histograms of standardized deviations (standardized residuals) base lines / vectors and the ellipses of the errors in determining the point positions based on the measurement results.
The values of the standard deviation a of the coordinates of the spatial position can be assessed separately - the standard according to the X-axis (in the Gauss Kruger projection) a separately from the one according to the Y-axis - ay - but also as an overall standard of the 2D position estimate - a2d . Error ellipses in position estimation represent the measure of the accuracy of estimates of point coordinates, and, consequently, the assessment of measurement quality.
In artillery, average probable error or probable error of a mean is most commonly used as the measure of accuracy. In this context, the 2D standard deviation is converted into a circular error probable, according to the formula (GPS Position Accuracy Measures, 2003, p.4):
CEP = 0.62ay + 0.56ax
Analysis of the results
Based on the data after processing, the results of the research are as follows:
- 0.344 m
- 0.333 m
- CEP = 0.40012m.
When comparing the results of researching the CEP = 0.40012m with the permissible errors of a complet preparation up to 2 meters (Table 1),
we can conclude that the GPS method of relative positioning provides much smaller probable error than the required one.
Conclusion
-e
If we start from the fact that accurate and rapid determination of ® coordinates of points (launching sites and observation posts) is one of the main problems of modern artillery, the conducted reserch has found the possibilities to solve this problem by using GPS receivers with relative positioning in artillery survey on a full basis. Necessary operational time with conventional methods is 2-3 hours on the prepared terrain and 6-8 hours on the unprepared terrain; when this is compared with the necessary operational time with a GPS relative method of 20 minutes, the necessary time period is 6 to 24 times shorter.
On the other hand, in combat operations of the armed forces of developed countries, impacts on artillery fire support objectives are far higher because the global positioning system is applied not only to determine the combat disposition of forces and as an artillery weapon orientation tool, but also to home projectiles to targets. It can be concluded that GPS technology has certainly not yet reached its peak in terms of applications in the Serbian Army. Of course, with the development of competition in GPS navigation, increase in accuracy and reduction in price, its application will increase consequently.
.Q
References
GPS position accuracy measures, 2003, Study Novatel [Internet], Available from: http://www.novatel.com/assets/Documents/Bulletins/apn029.pdf>, Accessed: 28 October 2014.
Bozic, B., 2005, Premer nepokretnosti primenom tehnologije globalnog sistema pozicioniranja, Gradevinski fakultet, Univerzitet u Beogradu. S
Glisic, G., Tugomir, K., 2007, Primena uredaja za globalno pozicioniranje u artiljerijskim jedinicama vatrene podrske, pp.55-59, Konferencija odbrambene tehnologije OTEH, Beograd, Oktobar 5-7.
■o
Maksimovic, S., 1995, Informacioni sistem topografsko-geodetske '> pripreme, Novi glasnik, 3(3), pp.45-49. j?
Maksimovic, S., 1996, GPS prijemnici u KOV, Novi glasnik, 4(2), pp.77-88. Q"
Prirucnik za vojnika topografa zemaljske artiljerije, 1979, Beograd, Vojnoizdavacki zavod.
o cp
<u >
<D
p p <
Sekulovic, D., Durkovic, V., 2010, Pozicioniranje, orijentisanje i odredivanje daljine do cilja na samohodnom visecevnom raketnom lansirnom sistemu со koriscenjem GPS i elektronskih karata, Vojnotehnicki glasnik/Military Technical | Courier, 58(3), pp.32-46, doi:10.5937/vojtehg1003032S.
Uputstvo za topografsko-geodetsko obezbedenje artiljerije, 1981, Beograd, Vojnoizdavacki zavod.
0
01
IT Ш
& ПРИМЕНЕНИЕ ОТНОСИТЕЛЬНОГО ПОЗИЦИОНИРОВАНИЯ
§ АРТИЛЛЕРИЙСКИХ ПОДРАЗДЕЛЕНИЙ
о В ТОПОГРАФО-ГЕОДЕЗИЧЕСКИХ УЧЕНИЯХ
<
У Дамир М. Пройович
х Университет обороны в Белграде, Военная академия, Кафедра о менеджмента, г. Белград, Республика Сербия I>; ОБЛАСТЬ: спутниковая навигация, военные науки < ВИД СТАТЬИ: профессиональная статья ^ ЯЗЫК СТАТЬИ: английский
Резюме:
£д В данной статье описаны методы относительного
fj позиционирования, применяемые в топографо-геодезических
^ артиллирийских учениях. В тестовых топографо-геодезических
о задачах на полной основе использованы два приемника Trimble Pro
XRS в качестве базовой станции и ровера, а также модем в ш качестве связи между устройствами. С целью получения
о результатов исследования при вторичной обработке даных
применялись статистические методы. Результаты показали > значительное снижение вероятности ошибок в анализе
требуемых значений. Применение метода относительного позиционирования при топографо-геодезических изысканиях на полной основе способствует значительному ускорению работы и обеспечивает высокую точность изысканий. Ключевые слова: глобальная система позиционирования, относительное позиционирование, топографо-геодезические учения, круговое вероятное отклонение.
ПРИМЕНА РЕЛАТИВНОГ ПОЗИЦИОНИРА^А У ТОПОГРАФСКО- ГЕОДЕТСКОи ПРИПРЕМИ НА ПОТПУНОJ ОСНОВИ У АРТИ^ЕРШИ
Дамир М. Прорви^
Универзитет одбране у Београду, BojHa академи]а, Катедра менадмента, Београд, Република Срби]а
ОБЛАСТ: сателитска нацигаци]а, во]не науке ВРСТА ЧЛАНКА: стручни чланак я
иЕЗИК ЧЛАНКА: енглески
Сажетак:
© 2017 Аутор. Обjавио Bоjнотехнички гласник / Vojnotehnicki glasnik / Military Technical Courier (www.vtg.mod.gov.rs, втг.мо.упр.срб). Ово jе чланак отвореног приступа и дистрибуира се у складу са Creative Commons licencom (http://creativecommons.org/licenses/by/3.0/rs/).
ю см
cp cp
CD
-e ro
У раду je приказана примена GPS метода релативног позиционираъа при изво^еъу топографско-геодетске припреме у артил>ери]и. При изво^еъу топографско-геодетских радова на потпуно] основи коришЯена су два Trimble Pro XR преемника као базна станица и ровер, као и модем као комуникаци]а измену
уреГ)а]а. Како би се добили резултати истраживака примекене су ф статистичке методе у накнадно] обради података. Резултати I показу]у знатно смакеке вероватних грешака у раду од о захтеваних вредности. Примена релативног позиционирака при изво^еку топографско-геодетских радова на потпуно] основи обезбе^у}е вишеструко бржи рад и веЬу тачност од прописане. К^учне речи: глобални позициони систем, релативно позиционираке, топографско-геодетска припрема, кружна вероватна грешка.
Paper received on / Дата получения работы / Датум приема чланка: 14.04.2015. Manuscript corrections submitted on / Дата получения исправленной версии работы / Датум достав^а^а исправки рукописа: 03.06.2016. Paper accepted for publishing on / Дата окончательного согласования работы / Датум > коначног прихвата^а чланка за об]ав^ива^е: 05.06.2016.
© 2017 The Author. Published by Vojnotehnicki glasnik / Military Technical Courier (www.vtg.mod.gov.rs, втг.мо.упр.срб). This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution license
(http://creativecommons.org/licenses/by/3.0/rs/). _
p
p
© 2017 Автор. Опубликовано в «Военно-техническии вестник / Vojnotehnicki glasnik / Military <
Technical Courier» (www.vtg.mod.gov.rs, втг.мо.упр.срб). Данная статья в открытом доступе и распространяется в соответствии с лицензией «Creative Commons» (http://creativecommons.org/licenses/by/3.0/rs/).
p
ra gr
o p
o
o p
a c
■о vi
о
Pr
