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Wyszukujesz frazę "geodetic networks" wg kryterium: Wszystkie pola


Tytuł:
Empirical methods of reducing the observations in geodetic networks
Autorzy:
Kadaj, R.
Powiązania:
https://bibliotekanauki.pl/articles/145336.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
odwzorowanie kartograficzne
obserwacja geodezyjna
mapowanie
cartographic mapping
reducing of geodetic observations
empirical methods of reducing observations
mapping of long geodesics
Opis:
The paper presents empirical methodology of reducing various kinds of observations in geodetic network. A special case of reducing the observation concerns cartographic mapping. For numerical illustration and comparison of methods an application of the conformal Gauss-Krüger mapping was used. Empirical methods are an alternative to the classic differential and multi-stages methods. Numerical benefits concern in particular very long geodesics, created for example by GNSS vectors. In conventional methods the numerical errors of reduction values are significantly dependent on the length of the geodesic. The proposed empirical methods do not have this unfavorable characteristics. Reduction value is determined as a difference (or especially scaled difference) of the corresponding measures of geometric elements (distances, angles), wherein these measures are approximated independently in two spaces based on the known and corresponding approximate coordinates of the network points. Since in the iterative process of the network adjustment, coordinates of the points are systematically improved, approximated reductions also converge to certain optimal values.
Źródło:
Geodesy and Cartography; 2016, 65, 1; 13-40
2080-6736
2300-2581
Pojawia się w:
Geodesy and Cartography
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Compatibility of RTN solutions in selected active geodetic networks
Autorzy:
Kudas, D.
Wnęk, A.
Czempas, T.
Powiązania:
https://bibliotekanauki.pl/articles/100967.pdf
Data publikacji:
2017
Wydawca:
Polska Akademia Nauk. Stowarzyszenie Infrastruktura i Ekologia Terenów Wiejskich PAN
Tematy:
point position
RTN
RTCM 3.1
CMRx
Opis:
Results of 24h real-time network (RTN) measurements performed at the same time on two positions with 60 seconds sapling intervals were the subject of analysis. These measurements results were determined on the basis of VRSnet.pl being commercial network of reference stations as well as Małopolski System Pozycjonowania Precyzyjnego (MSPP) which in turn is part of the national ASG-EUPOS network. The absolute error and uncertainty of point position for each observation were computed. Subsequently, uncertainty of point position was compare with values of three dimensional Root Mean Square (3D RMS) which in turn were determined using algorithms of selected systems. Measurements using the RTN method can be used to quickly collect information about the location and geometry of objects for field studies.
Źródło:
Infrastruktura i Ekologia Terenów Wiejskich; 2017, II/2; 767-781
1732-5587
Pojawia się w:
Infrastruktura i Ekologia Terenów Wiejskich
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Reliability design of geodetic networks by quality harmonization of observations
Autorzy:
Nowak, E.
Powiązania:
https://bibliotekanauki.pl/articles/225007.pdf
Data publikacji:
2011
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
sieć geodezyjna
niezawodność
geodetic network
reliability
Opis:
Discreet construction of reliable network by adding and removing of observations is very time-consuming (even using computer calculations) and may demand a large, economically forbidding, number of observations or it may not lead to a positive effect anyhow. In this work there is presented a qualitatively different design mechanism which bases on modification of observation accuracy in order to reach its reliability. In addition, there is investigated the influence of such change on the reliability of other observations specified by the reliability matrix and its influence on the results of network adjustment and gross errors detection.
Źródło:
Reports on Geodesy; 2011, z. 1/90; 341-347
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analiza porównawcza wybranych aktywnych sieci geodezyjnych
Comparative analysis of selected active geodetic networks
Autorzy:
Specht, C.
Skóra, M.
Powiązania:
https://bibliotekanauki.pl/articles/222633.pdf
Data publikacji:
2009
Wydawca:
Akademia Marynarki Wojennej. Wydział Dowodzenia i Operacji Morskich
Tematy:
aktywne sieci geodezyjne
ASG-EUPOS
CORS
SAPOS
SWEPO
OS-AGN
active geodetic networks
OS - AGN
Opis:
W artykule przedstawiono uruchomioną w czerwcu 2008 roku polską aktywną sieć geodezyjną ASG-EUPOS na tle wybranych aktywnych sieci geodezyjnych działających na świecie. W zasadniczej części publikacji wyróżniono przestrzeń porównawczą obejmującą architekturę i usługi (serwisy) wraz z metodami radiowej transmisji danych telemetrycznych zgodnych ze standardem RTCM SC-104. Artykuł kończą uogólnione wnioski przedstawiające zalety poszczególnych rozwiązań, które mogą być pomocne przy modernizacji systemów obecnie eksploatowanych oraz projektowaniu i budowie analogicznych.
The article presents comparable analyses between the Polish Active Geodetic Network ASG-EUPOS established in June 2008 and other selected networks like: CORS (US), SAPOS (Germany), SWEPOS (Sweden), OS - AGN (UK). Architecture, services and methods of GPS pseudorange correction transmission according to RTCM SC-104 standard were used for comparisons. Advantages and disadvantages of different national active geodetic network solutions are presented as conclusions.
Źródło:
Zeszyty Naukowe Akademii Marynarki Wojennej; 2009, R. 50 nr 3 (178), 3 (178); 39-54
0860-889X
Pojawia się w:
Zeszyty Naukowe Akademii Marynarki Wojennej
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Establishment of local geodetic networks based on least-squares adjustments of GNSS baseline vectors
Autorzy:
Weiss, Gabriel
Labant, Slavomír
Gasinec, Juraj
Stankova, Hana
Cernota, Pavel
Weiss, Erik
Weiss, Roland
Powiązania:
https://bibliotekanauki.pl/articles/43852825.pdf
Data publikacji:
2022
Wydawca:
Polska Akademia Nauk. Czasopisma i Monografie PAN
Tematy:
pomiary GNSS
lokalna sieć geodezyjna
LSM
GNSS measurements
local geodetic networks
LSM adjustments
confidence ellipsoid
Opis:
Slope deformations, i.e., all types of landslides of rock masses (flow, creep, fall down, etc.), caused by gravitational forces, are the most widespread implementation of geological hazards and a negative geomorphological phenomenon that threatens the security of the population, destroy all utility values of the affected regions, negatively affects the environment, and cause considerable economic damage. Nowadays, the Global Navigation Satellite Systems (GNSS) provide accurate data for precise observations around the world due to the growing number of satellites from multiple operators, as well as more powerful and advanced technologies and the implementation of mathematical and physical models more accurately describing systematic errors that degrade GNSS observations such as ionospheric, tropospheric, and relativistic effects or multipath. The correct combination of measurement methods provides even more precise, i.e., better measurement results or estimates of unknown parameters. The combination of measurement procedures and their significant evaluations represent the essential attribute of deformation monitoring of landslides concerning the protection of the environment and the population’s safety in the interest areas for the sustainable development of human society. This article presents the establishment and use of a local geodetic network in particular local space for various needs. Depending upon the specific conditions, it is possible to use GNSS technology to obtain accurate observations and achieve the results applicable to the deformation survey for subsequent processing of the adjustment procedure.
Źródło:
Advances in Geodesy and Geoinformation; 2022, 71, 1; art. no. e15, 2022
2720-7242
Pojawia się w:
Advances in Geodesy and Geoinformation
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:
Quality control of geodetic networks at Leica Geo Office
Kontrola jakości sieci geodezyjnych w Leica Geo Office
Autorzy:
Uznański, A.
Powiązania:
https://bibliotekanauki.pl/articles/385550.pdf
Data publikacji:
2008
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Wydawnictwo AGH
Tematy:
niezawodność wewnętrzna
niezawodność zewnętrzna
sieci geodezyjne
internal reliability
external reliability
geodetic networks
Opis:
The paper presents results of square shaped test network analysis by using Delft method. Reactions of mathematical and stochastic models were analyzed by introducing displaced observation points within tested network. An essential purpose of the work is to present practical results of geodetic network reliability testing based on example of a network measured with GPS receivers. Since there are no clear rules guiding assumptions of a significance level for statistical tests, the paper presents the effect of the mentioned parameter on calculation results. The analyzed example relates also to the effect of purposely introduced observation point displacements on a final calculation product, or adjusted coordinates.
W pracy przedstawiono wyniki analizy sieci testowej w kształcie kwadratu metodą Delft. Wprowadzając zaburzenia w obserwacje sieci testowej, analizowano reakcję modelu matematycznego i stochastycznego. Zasadniczym celem pracy jest podanie praktycznej interpretacji wyników badania niezawodności sieci geodezyjnych na przykładzie sieci pomierzonej odbiornikami GPS. Ze względu na brak ścisłych reguł przyjmowania poziomu istotności dla testów statystycznych przedstawiono wpływ wartości tego parametru na wyniki obliczeń. W analizowanym przykładzie podany został również wpływ celowo wprowadzanych zaburzeń w obserwacjach na produkt finalny obliczeń, czyli współrzędne wyrównane.
Źródło:
Geomatics and Environmental Engineering; 2008, 2, 1; 77-84
1898-1135
Pojawia się w:
Geomatics and Environmental Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Multipath effect analysis on selected points in control network "Wióry"
Autorzy:
Szpunar, R.
Walo, J.
Próchniewicz, D.
Woźniak, M.
Powiązania:
https://bibliotekanauki.pl/articles/225113.pdf
Data publikacji:
2008
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
sieci geodezyjne
geodetic networks
Opis:
Geodetic networks are a basic constructions periodically measured on engineering constructions. They usually joint two objects: control objects and reference objects. Physical points and geodetic observations realize it. Moreover, the reference points and control points have to be checked for their stability and measuring technique (visibility between reference and control points for terrestrial observations, multipath effect for satellite obseryations). Multipath effect analysis on selected points in control network "Wióry" is presented in the paper.
Źródło:
Reports on Geodesy; 2008, z. 1/84; 87-92
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Posteriori optimization of active geodetic monitoring networks
Autorzy:
Tretyak, K.
Savchyn, I
Powiązania:
https://bibliotekanauki.pl/articles/106830.pdf
Data publikacji:
2014
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
active geodetic monitoring network
parameter of reliability
posterior optimization of geodetic network
large redundancy
aktywne monitorowanie sieci geodezyjnej
parametry niezawodności
optymalizacja sieci geodezyjnej
duża redundancja
Opis:
This paper presents developed method of a posteriori optimization of measurement results of active geodesic monitoring networks with taking into account the parameters of accuracy and reliability. Filtering the measurement results of active geodetic monitoring networks is in out of order exclusion vectors with maximum corrections, which is determined from successive iterations of network adjustment. After each iteration it’s determined the mean square error of unit weight and the parameter of network reliability. Sifting vectors with maximal errors leads to accuracy improving and reliability deterioration of network. Using entropy approach is defined group of vectors in which the value of accuracy and reliability is optimal. Using the developed method performed a posteriori optimization of active precision geodesic monitoring network of the Dnieper, Dniester and Kanev HPP. The represented method can also be used for the optimization of any active geodesic monitoring networks with large quantity of redundant measurements.
Źródło:
Reports on Geodesy and Geoinformatics; 2014, 96; 67-77
2391-8365
2391-8152
Pojawia się w:
Reports on Geodesy and Geoinformatics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Assessment of possible utilisation of results of geodetic monitoring of displacements of structures and their surroundings for the needs of verification of digital models
Autorzy:
Zaczek-Peplinska, J.
Popielski, P.
Powiązania:
https://bibliotekanauki.pl/articles/225348.pdf
Data publikacji:
2009
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
monitoring
sieci geodezyjne
geodetic networks
Opis:
Each well designed project, related to digital modelling for the needs of assessment of conditions of an engineering structure, contains comparison of results of numerical calculations with results of surveying, Usually, results of levelling, which determine differences of elevation of controlled points of the structure, are the subject of such comparison. Results of measurements of a horizontal network may be presented in a similar way. In the course of comparison, functional, structural and accuracy differences of digital models, as well as models based on results of surveying monitorine should be also considered. Comparison of modelling results with results of surveys may be performed for various purposes. Besides the diagnosis of current conditions of the structure, emergency or non-standard situations, such comparison may be performed for specific demands of geodetic services, and, in particular, the needs of modernisation of the geodetic control oetwork or in the process of the initial control of surveys. Such comparison may be performed in order to asses the digital model, developed basing on archive geological reconnaissance and/or verification of values of parameters of materials. The paper discusses the demands of verification of digital analysis by means of back analysis, as well as possibilities to utilise the results of geodetic monitoring for the needs of calculations. It should be noticed that the geodetic control network should be consulted with designers of the particular structure and with the entity which performed numerical analyses. Those issues are illustrated by means of the example of development of the control network and the numerical model for a building, which is jocated in the densely built-up area, within the direct neighbourhood of the Warsaw underground.
Źródło:
Reports on Geodesy; 2009, z. 2/87; 437-448
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Tropospheric delay in GNSS and meteorological ZTD and IPW data sources
Autorzy:
Kruczyk, M.
Powiązania:
https://bibliotekanauki.pl/articles/225151.pdf
Data publikacji:
2008
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
GNSS
sieci geodezyjne
meteorologia
geodetic networks
meteorology
Źródło:
Reports on Geodesy; 2008, z. 2/85; 125-137
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Data processing of the ASG-EUPOS network test campaign
Autorzy:
Jaworski, L.
Świątek, A.
Zdunek, R.
Zieliński, J. B.
Powiązania:
https://bibliotekanauki.pl/articles/225178.pdf
Data publikacji:
2008
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
ASG-EUPOS
GNSS
sieci geodezyjne
geodetic networks
Źródło:
Reports on Geodesy; 2008, z. 2/85; 113-124
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Strong Geodetic Problem in Networks
Autorzy:
Manuel, Paul
Klavžar, Sandi
Xavier, Antony
Arokiaraj, Andrew
Thomas, Elizabeth
Powiązania:
https://bibliotekanauki.pl/articles/32083731.pdf
Data publikacji:
2020-02-01
Wydawca:
Uniwersytet Zielonogórski. Wydział Matematyki, Informatyki i Ekonometrii
Tematy:
geodetic problem
strong geodetic problem
Apollonian networks
Sierpiński graphs
computational complexity
Opis:
In order to model certain social network problems, the strong geodetic problem and its related invariant, the strong geodetic number, are introduced. The problem is conceptually similar to the classical geodetic problem but seems intrinsically more difficult. The strong geodetic number is compared with the geodetic number and with the isometric path number. It is determined for several families of graphs including Apollonian networks. Applying Sierpiński graphs, an algorithm is developed that returns a minimum path cover of Apollonian networks corresponding to the strong geodetic number. It is also proved that the strong geodetic problem is NP-complete.
Źródło:
Discussiones Mathematicae Graph Theory; 2020, 40, 1; 307-321
2083-5892
Pojawia się w:
Discussiones Mathematicae Graph Theory
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
ASG-EUPOS densification of EUREF permanent network on the territory of Poland
Autorzy:
Bosy, J.
Oruba, A.
Graszka, W.
Leończyk, M.
Ryczywolski, M.
Powiązania:
https://bibliotekanauki.pl/articles/225175.pdf
Data publikacji:
2008
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
ASG-EUPOS
GPS RTK
sieci geodezyjne
GPS-RTK
geodetic networks
Źródło:
Reports on Geodesy; 2008, z. 2/85; 105-111
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Algorithm of determining the coexistence levels of unknowns and thier binding functions in linear equation systems
Autorzy:
Kwaśniak, M.
Powiązania:
https://bibliotekanauki.pl/articles/225493.pdf
Data publikacji:
2009
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
algorytm
sieci geodezyjne
układ równań liniowych
algorithm
geodetic networks
system of linear equations
Opis:
The study presents a unified algorithm of determining the coexistence levels in any system of linear equations. The coesistence levels can be determined both for the system unknowns (or groups of) as well as for functions binding those unknowns (equations or their groups). Because we deal with systems of linear equations also in geodetic networks, the presented algorithm allows the determination of coexistence levels of network points or observations made within that network. Due to the possibility of grouping of unknowns and equations in the algorithm, there are no limitations of space for the geodetic network. The functioning of the presented algorithm has been iIlustrated by the example of a linear, horizontal geodetic network. Exemplary tasks have also been shown, in which the coexistence levels can be helpful.
Źródło:
Reports on Geodesy; 2009, z. 2/87; 217-223
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł

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