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Tytuł:
DGPS and EGNOS systems in hydrographic survey - accuracy analyses at the Polish sea area
Autorzy:
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/332578.pdf
Data publikacji:
2007
Wydawca:
Polskie Towarzystwo Akustyczne
Opis:
Problem of positioning for maritime navigation and hydrography purposes, seen from the categories of the position error point of view, seems to have been solved on a global scale. Differential GPS, based on LF/MF reference stations, from 90-ties is the most popular radionavigation system for hydrography at the open sea. EGNOS - the first European satellite navigation system is a join project of the European Space Agency, Eurocontrol, European Commission represents the fist step to towards Galileo – autonomous navigation satellite system of the 2nd generation (GNSS-2). The system Operational Readiness Review (ORR), took place in June 2005 and resumed of more than eight years of studies, work. The Initial Operations Phase have therefore started in July 2005 as an effect of successful negotiations between ESA and European Satellite Services Provider. Presented paper reports final results of the long-term static measuring campaigns, which were done before the EGNOS System Test Bed (ESTB) ending. Two-week accuracy analyses were done and the position error statistic distributions of system were also compared with the classical DGPS based on LF/MF reference station.
Źródło:
Hydroacoustics; 2007, 10; 193-198
1642-1817
Pojawia się w:
Hydroacoustics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Availability, reliability and continuity in navigation and hydrography - terminology discussion
Autorzy:
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/320472.pdf
Data publikacji:
2002
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
nawigacja
hydrografia
żegluga
navigation
hydrography
Opis:
The problem of positioning for maritime navigation and hydrography purposes, seen only from the categories of the position error point of view, seems to have been solved on a global scale. In such a situation characteristics of radio-navigation systems such as: availability, reliability, continuity, integrity and ambiguity of position, which are equally important but often neglected, turn out to be essential. One may risk a claim that integrity and characteristics of reliability theorem origin: availability, reliability, continuity, treated on various levels of structures of radionavigation systems, now seem to be one of the main areas of research. This article presents an analysis of meanings like: availability, reliability and continuity based on navigation literature in the last twenty years. Its changeable nature and ambiguous definition of continuity have been discussed here.
Źródło:
Annual of Navigation; 2002, 4; 71-78
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Availability, reliability and continuity model of differential GPS transmission
Autorzy:
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/320585.pdf
Data publikacji:
2003
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
nawigacja satelitarna
satelitarne systemy nawigacyjne
GPS
satellite navigation systems
Opis:
[from "Introduction"] The dissertation is divided into four chapters: Chapter I. "Terminological synthesis of concepts: availability, reliability and continuity in literature on navigation" - covers the study of literature in the field of navigation with regard to the three concepts discussed. They will be characterized with respect to both their nature, and methods of determination navigational purposes. As a result of the analysis, drawn will be conclusions related to the existing differences in perception of the terms, narrowing down of their meaning in navigation, as well as constraints of the models recommended. Chapter II. "General model of the availability, reliability and continuity" - here the definition of navigational structure will be constructed. This definition is indispensable for the process of system modeling. The mathematical model of alternative process with restoration will be worked out, based on the mathematical description of navigational systems’ states. As a result, mathematical relations of availability, reliability and continuity will be formulated, describing them on a general level. The same model will enable the transposition to time-related formulas, typical of a number navigation processes, i.e. processes - where distributions of lifetimes and times of failures are expressed by exponential equations. Chapter III. "Classical differential GPS systems"- the main thesis will be considered here and include structural models of differential DGPS transmission, providing, in this way, for making a separate individual navigational structure - differential GPS transmission. Consequently, models and measures of reliability, availability and continuity will be proposed for transmission of the RTCM messages (type 1 or 9-3) commonly used in navigation. Chapter IV. "Differential GPS system network" - presents the validation method of DGPS systems in the areas where multiple coverage of several radiobeacons and reference stations exists. An analogous method of modelling as in the classic systems is proposed. A general validation of transmission methods for differential GPS will also be proposed in this chapter. The issues considered in this dissertation, will exemplify a group of single element models - GPS telemetric transmission - within the complex structure of differential GPS. We can assume that a new scientific area will be opened for future deliberations in the fields related to: 1. Optimisation of decision making process when deploying maritime reference stations (DGPS) or land based (permanent GPS/RTK), taking into account: user reliability features, minimum requirements for the basin (area), maximization of task effectiveness and many others. 2. Advantages of multistation system nets in the aspect of position accuracy and operation reliability, also other typical features influencing exploitation. The mathematical model proposed in this dissertation, fills the gap concerning methodology used to determine the magnitude of reliability, continuity and transmission availability in differential GPS systems on surveying level. Thus, more effective way of use in navigation has been provided. General and particular theory introduced to describe navigation systems by means of reliability characteristics enables theoretical considerations over individual elements and easy integration into more complex structures.
Źródło:
Annual of Navigation; 2003, 5; 1-84
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Computer simulator of GNSS measurements
Autorzy:
Nowak, A.
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/320456.pdf
Data publikacji:
2007
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
GNSS
symulator
simulator
Opis:
This paper presents computer application which enables to simulate GNSS measurements. Some theoretical assumptions concerned presented simulator and its abilities and limitations were described, too. The paper includes also some simulation examples of satellite measurements, positioning and influences of terrain obstructions on RAIM Availability and Approximate Radial-Error Protected (ARP).
Źródło:
Annual of Navigation; 2007, 12; 65-74
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Snapshot RAIM algorithms availability in urban areas
Autorzy:
Nowak, A.
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/320887.pdf
Data publikacji:
2006
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
RAIM
satelitarne systemy nawigacyjne
satellite navigation systems
Opis:
This paper presents some theoretical considerations concerned usage of Snapshot RAIM algorithms in city navigation. Influence of urban areas on RAIM Availability and Approximate Radial-Error Protected (ARP) is taken into consideration. Some results of numerical experiments are presented, too.
Źródło:
Annual of Navigation; 2006, 11; 73-88
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Planning GPS Measurements of a Linear Object for a Specififed Time Interval
Autorzy:
Specht, C.
Skóra, M.
Powiązania:
https://bibliotekanauki.pl/articles/320923.pdf
Data publikacji:
2017
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
GPS
almanac
position accuracy
GNSS measurements planning
Opis:
The previous measurement campaigns planning used in geodesy is conducted exclusively for individual points. For the natural process aimed at the adoption of the introduction of the planning (prediction of constellation state) in navigation, which is characterized by the movement, one should adopt measurement campaigns planning for linear objects. In contrast to the existing planning solutions, focused on point presentation of the state of the constellation of navigation system, the author of this article rearranges the proposal of determination of geometrical factors, and their summation. In the presented simulation, one has specified the route of passing at certain times and it was assumed that the receiver will move with variable motion. One has defined the geometric ratios (PDOP), which allow to distinguish the results corresponding to the adopted criteria for the measurement of linear object to be conducted with the best possible accuracy.
Dotychczasowe planowanie kampanii pomiarowych w geodezji odbywa się wyłącznie dla pojedynczych punktów. Za naturalny proces ukierunkowany na wprowadzenie planowania (predykcji stanu konstelacji) w nawigacji, którą cechuje ruch, należy przyjąć planowanie kampanii pomiarowych dla obiektów liniowych. W przeciwieństwie do dotychczasowych rozwiązań, skupionych na punktowym przedstawieniu stanu konstelacji systemu nawigacyjnego, autorzy przestawiają propozycję określania współczynników geometrycznych, a następnie ich sumowania. W symulacji określono trasę przejazdu w konkretnych godzinach i przyjęto, że odbiornik będzie poruszać się ruchem zmiennym. Określono też współczynniki geometryczne (PDOP), które pozwalają wyróżnić odpowiadające przyjętym kryteriom wyniki, by pomiar obiektu liniowego odbył się z jak największą dokładnością.
Źródło:
Annual of Navigation; 2017, 24; 75-88
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A method for the assessing of reliability characteristics relevant to an assumed position-fixing accuracy in navigational positioning systems
Autorzy:
Specht, C.
Rudnicki, J.
Powiązania:
https://bibliotekanauki.pl/articles/258858.pdf
Data publikacji:
2016
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
reliability
accuracy
availability
navigational positioning systems
Opis:
This paper presents a method which makes it possible to determine reliability characteristics of navigational positioning systems, relevant to an assumed value of permissible error in position fixing. The method allows to calculate : availability, reliability as well as operation continuity of position fixing system for an assumed, determined on the basis of formal requirements - both worldwide and national, position-fixing accuracy. The proposed mathematical model allows to satisfy, by any navigational positioning system, not only requirements as to position-fixing accuracy of a given navigational application ( for air, sea or land traffic ) but also the remaining characteristics associated with technical serviceability of a system. Essence of the method in question consists in the working-out of recorded empirical position-fixing data as well as the making use of multi-state Markov processes ( appropriate to a maximum error value permissible for various navigational applications ) as a result of which reliability characteristics based on real data would be determined. About usefulness of a given navigational positioning system for its possible application would decide a vector of variables (both dealing with position and reliability) which satisfies / or does not satisfy/ formal navigational requirements for a given application.
Źródło:
Polish Maritime Research; 2016, 3; 20-27
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Selected problems of determining the course of railway routes by use of GPS network solution
Wybrane problemy określania przebiegu trasy kolejowej z wykorzystaniem rozwiązań sieciowych GPS
Autorzy:
Koc, W.
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/223530.pdf
Data publikacji:
2011
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
trasa kolejowa
przebieg trasy kolejowej
pomiary satelitarne
railtrack
satellite surveying GPS
course of railway route
Opis:
The main problem related to railroad surveying design and its maintenance is the necessity to operate in local geodetic reference systems caused by the long rail sections with straight lines and curvatures of the running edge. Due to that reason the geodetic railroad classical surveying methods requires to divide all track for a short measurement section and that caused additional errors. Development of the Global Navigational Satellite Systems (GNSS) positioning methods operating in the standardized World Geodetic System (WGS-84) allowed verification of capability of utilization GPS measurements for railroad surveying. It can be stated that implemented satellite measurement techniques opens a whole new perspective on applied research and enables very precise determination of data for railway line determining, modernization and design. The research works focused on implementation GNSS multi-receivers measurement positioning platform for projecting and stock-taking working based on polish active geodesic network ASG-EUPOS, as a reference frame. In order to eliminate the influence of random measurement errors and to obtain the coordinates representing the actual shape of the track few campaigns were realized in 2009 and 2010. Leica GPS Total station system 1200 SmartRover (with ATX1230 GG antennas) receivers were located in the diameter of the measurement platform. Polish Active Geodetic Network ASG-EUPOS was used as a reference network transmitted Real Time Kinematic Positioning Service according to RTCM 3.1 standard. Optimum time period were selected for GNSS campaign and testing area was chosen without large obstructions. The article presents some surveying results of the measurement campaigns and also discusses the accuracy of the course determination. Analyzes and implementation of results in railroad design process are also discussed.
W 2009 w Politechnice Gdańskiej przeprowadzono po raz pierwszy ciągłe pomiary satelitarne toru kolejowego przy użyciu względnych fazowych metod GNSS opartych o aktywną sieć geodezyjną ASG-EUPOS i serwis NAVGEO. Przeprowadzone badania wykazały istnienie szeregu związków pomiędzy położeniem odbiorników GNSS oraz dokładnością wyznaczenia współrzędnych, wpływu przesłon terenowych na dokładność, jak również rolę precyzyjnego planowania kampanii pomiarowej GPS. Rozpoczęta w ten sposób implementacja nowej techniki pomiarowej otwiera szerokie perspektywy zastosowań badawczych. Umożliwia ona bardzo precyzyjne określenie podstawowych danych dla wyznaczania linii kolejowych oraz realizacji modernizacyjnych. Prowadzone badania skupiały się na wykorzystaniu platformy składającej się z kilku odbiorników GNSS przeznaczonych do projektowania i inwentaryzacji. W celu eliminacji wpływu błędów przypadkowych pomiarów oraz uzyskania współrzędnych reprezentujących aktualny przebieg linii kolejowej w następnym roku ponowiono analogiczne pomiary w torze kolejowym. Trzy odbiorniki Leica GPS Total station system 1200 SmartRover (z antenami ATX1230 GG) umieszczono w osi podłużnej platform pomiarowej. Polska Aktywna Sieć Geodezyjna ASG-EUPOS została wykorzystana jako sieć odniesienia dla realizacji pomiarów Kinematycznych Czasu Rzeczywistego (RTK) przy zastosowaniu standardu RTCM 3.1. Optymalizując techniki pomiarów przeprowadzono planowanie kampanii pomiarowej GNSS optymalizując czas jej realizacji oraz wybrano obszar pozbawiony znaczących przesłon terenowych. W artykule zaprezentowano wybrane wyniki pomiarów kampanii jak również poddano dyskusji dokładność wyznaczenia kierunku przebiegu linii kolejowej. Jednocześnie poddano analizie możliwości implementacji wyników w procesie projektowania.
Źródło:
Archives of Transport; 2011, 23, 3; 303-320
0866-9546
2300-8830
Pojawia się w:
Archives of Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Availability of the GNSS geodetic networks position during the hydrographic surveys in the ports
Autorzy:
Specht, C.
Makar, A.
Specht, M.
Powiązania:
https://bibliotekanauki.pl/articles/116211.pdf
Data publikacji:
2018
Wydawca:
Uniwersytet Morski w Gdyni. Wydział Nawigacyjny
Tematy:
Global Navigation Satellite System (GNSS)
hydrographic survey
IHO S-44
Global Positioning System (GPS)
GLONASS
gedetic network
exclusive order
special order
Opis:
Geodetic network GNSS receivers are more commonly associated with positioning systems used in maritime hydrography. In terms of positioning accuracy when no terrain obstacles are present, they meet international hydrographic surveys standards (S‐44) fully. Those standards are defined as 1m (0.95) for Exclusive Order and 2m (0.95) for Special Order. It is equally as important to ensure access to position which error is not higher than above mentioned maximum values. This is most often determined by the density of port infrastructure. This article presents the results of analysis of availability of hydrographic system that operates based on geodetic GNSS networks. Hydrographic surveys in question were undertaken in inner basins with diverse infrastructure. Three representative types of ports were selected for this reason: fishing type (Hel), medium sized, modern commercial type (Gdynia) and highly congested, narrow canal type (Gdansk – Motlawa). A nonpublic, geodetic GNSS network was used for all surveys. It is worth mentioning that the above network is at the moment the only available network that provides both GPS and GLONASS corrections. The surveys provided evidence that geodetic GNSS networks can be successfully utilised to determine position of hydrographic vessel in low and moderately developed ports as well as in Exclusive and Special Orders. In highly congested ports however, the availability of the above mentioned method of measurement can be insufficient to realise a survey.
Źródło:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation; 2018, 12, 4; 657-661
2083-6473
2083-6481
Pojawia się w:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Application of an autonomous/unmanned survey vessel (asv/usv) in bathymetric measurements
Autorzy:
Specht, C.
Świtalski, E.
Specht, M.
Powiązania:
https://bibliotekanauki.pl/articles/258532.pdf
Data publikacji:
2017
Wydawca:
Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Tematy:
autonomous
unmanned survey vessel (ASV/USV)
bathymetric measurements
digital sea bottom model
bathymetric map
Opis:
The accuracy of bathymetric maps, especially in the coastal zone, is very important from the point of view of safety of navigation and transport. Due to the continuous change in shape of the seabed, these maps are fast becoming outdated for precise navigation. Therefore, it is necessary to perform periodical bathymetric measurements to keep them updated on a current basis. At present, none of the institutions in Poland (maritime offices, Hydrographic Office of the Polish Navy) which are responsible for implementation of this type of measurements has at their disposal a hydrographic vessel capable of carrying out measurements for shallow waters (at depths below 1 m). This results in emergence of large areas for which no measurement data have been obtained and, consequently, the maps in the coastal zones are rather unreliable. The article presents the concept of bathymetric measurements for shallow waters with the use of an autonomous, unmanned survey vessel (ASV/USV). For this purpose, the authors modernized a typical ASV/USV unit with standard radio remote control system to the fully autonomous mode. As part of the modernization, the route planning software was created. The developed software works based on, alternatively, GNSS measurements of the coastline, or satellite images. The system was supplemented by an own autopilot (adapted for flying drones). Moreover, the method of controlling electric motors was changed thanks to the use of own electronic circuit. The modernized ASV/USV measuring system was verified by performing bathymetric measurements of the retention reservoir in Gdansk, Poland. Then, the obtained measurement data were used to create a digital bottom model and a bathymetric map of the reservoir.
Źródło:
Polish Maritime Research; 2017, 3; 36-44
1233-2585
Pojawia się w:
Polish Maritime Research
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Polish DGPS system — architecture and installation: 1995
Polski system DGPS — architektura i instalacja: 1995
Autorzy:
Kopacz, Z.
Specht, C.
Oszczak, S.
Powiązania:
https://bibliotekanauki.pl/articles/223045.pdf
Data publikacji:
2015
Wydawca:
Akademia Marynarki Wojennej. Wydział Dowodzenia i Operacji Morskich
Tematy:
Polish DGPS system
navigation
architecture
installation
polski system DGPS
nawigacja
architektura
instalacja
Opis:
The idea of setting up the Polish DGPS system was originated by the Polish maritime administration in 1993 in the Polish Hydrographic Bureau in Gdynia. In December 1994 technical equipment and software for local monitoring by two reference stations was ordered, i.e. a central station together with communication software together with measuring and navigation receivers. In 1995 the equipment manufactured by the firm, Maggnavox arrived in Gdynia where it was installed, and commenced operating in conjunction with two radio beacons, one located in Rozewie and the second in Dziwnów. This is the third article in the series dedicated to the implementation of the DGPS system in the maritime regions of the Republic of Poland, and it presents the organizational, legal and technical aspects relating to the installation of the equipment. It contains, among other things, the hitherto unpublished results of the investigations concerned with geodesy-based determination of coordinates for the Rozewie and Dziwnów DGPS reference antennas in the ETRF ’89 coordinate system. It also discusses the influence of changes in the law in place at that time regarding the functioning and organization of the Polish DGPS system.
Idea ustanowienia polskiego systemu DGPS zainicjowana została przez morską administrację w 1993 roku, w ówczesnym Biurze Hydrograficznym RP w Gdyni. W grudniu 1994 roku zamówiono wyposażenie techniczne i oprogramowanie dwóch stacji referencyjnych z lokalnym monitorowaniem, stację centralną z oprogramowaniem komunikacyjnym oraz odbiorniki pomiarowe i nawigacyjne. W 1995 roku sprzęt firmy Magnavox dotarł do Gdyni, po czym został zainstalowany i uruchomiony w obiektach dwóch radiolatarń: Rozewia i Dziwnowa. Artykuł, trzeci z serii dotyczącej wdrożenia na akwenach morskich RP systemu DGPS, prezentuje aspekty organizacyjne, prawne i techniczne instalacji aparatury. Przedstawiono w nim również niepublikowane dotychczas wyniki prac związane z zagadnieniem geodezyjnego wyznaczenia współrzędnych anten stacji referencyjnych DGPS Rozewie i Dziwnów w układzie ETRF ’89. Dyskusji poddano wpływ ówczesnych zmian prawnych na funkcjonowanie i organizację polskiego systemu DGPS.
Źródło:
Zeszyty Naukowe Akademii Marynarki Wojennej; 2015, R. 56 nr 3 (202), 3 (202); 47-62
0860-889X
Pojawia się w:
Zeszyty Naukowe Akademii Marynarki Wojennej
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
An analytical method of the DGPS radiobeacon signal availability prediction
Autorzy:
Felski, A.
Grabski, F.
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/320791.pdf
Data publikacji:
1999
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
system radionawigacyjny
radionavigation system
Opis:
The most popular method of determining availability of DGPS as a complex radionavigation system is the ratio of Mean Time Between Failures to total (i.e. sum MTBF and Mean Time To Repair). This simple method can be used only as a post processed method. The analytical method of availability prediction of the DGPS radio signals transmitted by the Marine Radiobeacons is discussed in the paper. Authors propose to determine it on the basis of such information like: type of RTCM message, signal to noise ratio, rate of corrections etc. To model the availability zones of each DGPS Reference Station these calculations can be used. The short version of this article was presented on the GNSS’99 Conference in Genoa. Now, the full version is presented. Some results of the implementation in practice for Polish DGPS Reference Station Rozewie are added.
Źródło:
Annual of Navigation; 1999, 1; 29-39
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Finding deformation of the stright rail track by GNSS measurements
Autorzy:
Koc, W.
Chrostowski, P.
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/320893.pdf
Data publikacji:
2012
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
railway track
geometrical layout
satellite surveying GPS
ASG-EUPOS network
coordinates determining
error correction
Opis:
In 2009, at the Gdansk University of Technology and Polish Naval Academy there has been carried out, for the first time, continuous satellite surveying of railway track by the use of the relative phase method based on the Polish Active Geodetic Network ASG-EUPOS and RTK (GPRS) real time service - NAVGEO. The analysis indicated strong connection between location of GNSS receiver and accuracy of position determination, the horizon obstruction deteriorated accuracy and impacts terrain obstructions, the precise GPS planning process on the position solution. It can be stated that implemented measuring technique opens a whole new perspective on applied research. As proved, it enables very precise determination of basic data definition for railway line modernization design. On-going research works focuses on the GNSS multi-receivers platform evaluation for projecting and stocktaking. Analyses also focused on the values of deviations of transverse position XTE (Cross Track Error). In order to eliminate the influence of random measurement errors and to obtain the coordinates representing the actual shape of the track, the XTE variable was performed by different statistical and regression methods (least square method - LSM, weighted least squares - WLS, Linear Chebyshev low-pass filtering and fast Fourier transform). The paper presents the result of trial analyses realized on the newly constructed (rectilinear) and old-used up railway lines. The authors were searching the methods for filtering random measurement GNSS errors different from instantaneous shape deformations of the straight rail track.
Źródło:
Annual of Navigation; 2012, No. 19, part 1; 91-104
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Polish DGPS System: 1995-2018 – studies of reference station operating zones
Autorzy:
Specht, C.
Specht, M.
Dąbrowski, P. S.
Powiązania:
https://bibliotekanauki.pl/articles/117143.pdf
Data publikacji:
2019
Wydawca:
Uniwersytet Morski w Gdyni. Wydział Nawigacyjny
Tematy:
Global Navigation Satellite System (GNSS)
Polish DGPS System
reference station operating zones
history of navigation
Differential GPS (DGPS)
DGPS Reference Station
positioning system
Global Positioning System (GPS)
Opis:
The operating zone of a radio navigation system is one of its main operating features. It determines the size of a water body in which the system can be used, while guaranteeing vessels’ navigation safety. The DGPS system in the LF/MF range is now the basic positioning system in coastal waters around the world, which guarantees not only metre positioning accuracy, but it is also the only one to provide navigators with signals on positioning reliability. This paper describes and summarises over twenty years of studies dealing with the operating zone of the Polish DGPS reference station network. This paper is the fifth in a series of publications whose aim was to present in detail the process of installation, testing and long-term evaluation of the navigational parameters of the Polish DGPS system, launched in 1995. This paper includes the theoretical foundations of determination of the Dziwnów and Rozewie DGPS reference station operating zones in the years 1995-2018. Moreover, it presents the measurement results for the signal levels and the results of their analyses, which determine the station operating zones.
Źródło:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation; 2019, 13, 3; 581-586
2083-6473
2083-6481
Pojawia się w:
TransNav : International Journal on Marine Navigation and Safety of Sea Transportation
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
EGNOS - accuracy performance in Poland
Autorzy:
Mięsikowski, M.
Nowak, A.
Oszczak, B.
Specht, C.
Powiązania:
https://bibliotekanauki.pl/articles/320885.pdf
Data publikacji:
2006
Wydawca:
Polskie Forum Nawigacyjne
Tematy:
dokładność systemów nawigacyjnych
EGNOS
accuracy of navigation systems
Opis:
EGNOS - the first European satellite navigation system is a join project of the European Space Agency, Eurocontrol, European Commission and represents the fist step to towards Galileo - autonomous navigation satellite system of the 2nd generation (GNSS-2). The system Operational Readiness Review (ORR), took place in June 2005 and resumed of more than eight years of studies, works, leaded by ESA and an industrial consortium with Alcatel Space as the Prime Contractor. The Initial Operations Phase has therefore started in July 2005 as an effect of successful negotiations between ESA and European Satellite Services Provider. During the last years many different test, trials and measurement campaigns have been done in positioning, navigation, time services and other application for improving different characteristics of EGNOS [4, 5]. Some of them were also realised in Poland [1, 2] and observed accuracy confirm high system performances. Poland is at the edge of the system coverage then the system disturbances could be more probable than in the central part of the Europe. Presented paper reports final results of the, long-term static measuring campaigns, which were done before the EGNOS System Test Bed (ESTB) ending. Two-week accuracy analyses were done and the position error statistic distributions of system were also compared with the classical DGPS based on LF/MF reference station.
Źródło:
Annual of Navigation; 2006, 11; 63-72
1640-8632
Pojawia się w:
Annual of Navigation
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 23

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