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Wyszukujesz frazę "surveying engineering" wg kryterium: Temat


Tytuł:
Koncepcja światłowodowej sygnalizacji celu w geodezyjnych pomiarach kątowych na niedużych obiektach inżynierskich
The concept of fibre-optical marking of geodetic targets in the anregular measurements performed at small engineering objects
Autorzy:
Ćmielewski, K.
Powiązania:
https://bibliotekanauki.pl/articles/341488.pdf
Data publikacji:
2002
Wydawca:
Uniwersytet Przyrodniczy we Wrocławiu
Tematy:
pomiary geodezyjne
sprzęt
światłowody
obiekty inżynierskie
surveying
equipment
fibre-glasses
engineering objects
Opis:
W pracy zaprezentowano idee kształtowych światłowodowych celów do sygnalizowania punktów geodezyjnych usytuowanych na elementach obiektów inżynierskich podlegających pomiarom geodezyjnym. Określono wstępnie w warunkach laboratoryjnych dokładność pomiaru kierunku do celu sygnalizowanego światłowodem włóknistym.
This work presents the idea of special formed fibre-optical targets used for survey points marking. Such signals have usually been situated at engineering objects which should be periodicaly measured. Under laboratory conditions the accuracy of the direction to the target marked by a fibre-glass was determined.
Źródło:
Acta Scientiarum Polonorum. Geodesia et Descriptio Terrarum; 2002, 1, 1-2; 45-49
1644-0668
Pojawia się w:
Acta Scientiarum Polonorum. Geodesia et Descriptio Terrarum
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A concept of using static GPS measurements for determination of vertical and horizontal land deformations in the Main and Old City of Gdansk
Autorzy:
Baryła, R.
Oszczak, S.
Koczot, B.
Szczechowski, B.
Powiązania:
https://bibliotekanauki.pl/articles/224428.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
pomiary GPS
GPS
odkształcenie poziome
odkształcenie pionowe
Gdańsk
pomiary geodezyjne
GPS measurement
horizontal deformation
vertical deformation
altitude geodetic matrix
engineering surveying
Opis:
The data obtained in the precise levelling performed by the Przedsiębiorstwo Geologiczno - Geodezyjne ,"Geoprojekt - Gdańsk", as well as the material analyses, indicate the need to conduct further observations of dislocations in the Main and Old City of Gdańsk in the next years, in intervals of at least six months, controlled by independent fundamental altitude points. The results of GPS static measurements at reference and check points, conducted during the first year, should be taken as reference values for the measurements conducted in subsequent years. The differences in the results from consecutive years will indicate the existence of vertical and horizontal movements of the earth's surface, where the City of Gdansk is situated. The check points, stabilised with fundamental altitude points, will be used to monitor the settlement of historical tenement houses in Gdańsk. Measurement of horizontal and vertical deformations of the earth surface in the areas where valuable objects of our cultural heritage are situated will make it possible to detect potential threats and to take action to prevent considerable damage.
Źródło:
Reports on Geodesy; 2007, z. 1/82; 17-24
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A prototype of a rail stand for measuring geometric parameters of overhead travelling crane tracks
Autorzy:
Anigacz, W.
Powiązania:
https://bibliotekanauki.pl/articles/224432.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
szyna
tor posuwnicowy
tor jezdny
pomiary geodezyjne
rail
crane track
rail stand
engineering surveying
Źródło:
Reports on Geodesy; 2007, z. 1/82; 9-12
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A simulator of mutual displacements in hydrotechnical structures
Autorzy:
Anigacz, W.
Powiązania:
https://bibliotekanauki.pl/articles/224430.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
przesunięcie wzajemne
hydrotechnika
złącze kompensacyjne
pomiary geodezyjne
mutual displacement
hydrotechnics
hydrotechnical structures
expansion joint
engineering surveying
Źródło:
Reports on Geodesy; 2007, z. 1/82; 13-16
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
About Helmerts transformation of processing from analog to electronic maps
Autorzy:
Kosk, I.
Powiązania:
https://bibliotekanauki.pl/articles/224514.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
transformacja Helmerta
mapa analogowa
mapa elektroniczna
pomiary geodezyjne
Helmert's transformation
analog map
electronic map
engineering surveying
Źródło:
Reports on Geodesy; 2007, z. 1/82; 145-152
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
An attempt to apply tensor calculus to evaluate the deformation condition of vertical upper embankment zones for a landfill located in a mining area, based on satellite measurement results
Autorzy:
Szafarczyk, A.
Ulmaniec, M.
Borowiec, Wł.
Powiązania:
https://bibliotekanauki.pl/articles/225054.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
fotogrametria
geodezja górnicza
teren górniczy
eksploatacja górnicza
pomiary geodezyjne
photogrammetry
mine surveying
mining area
mining operation
landfill
engineering surveying
Opis:
Safe usage of post-flotation waste reservoirs (landfills) requires carrying periodical geodesic measurements in order to control their embankments' stability. This is particularly important if mining operations are performed under the landfill or in its neighbourhood. On the basis of the measurements results, various coefficients of the terrain deformation are determined and their values, together with the results of other observations, are used in order to evaluate the safety status of the facility further usage. The paper presents the results of experimental calculations, using satellite measurements of the landfill observation network fragment, including the middle zone of its embankments. 35 geometrical structures were selected in this zone, named "triangular rosettes". Vertices of relevant triangles are selected points the co-ordinates of which shall be determined with the satellite technology. Three annual cycles of GPS observations in the landfill controlled network were used in calculations, performed in 2004-2006. On the basis of the annual sets of point co-ordinates, periodical horizontal displacements of points making up the rosettes were determined. In turn, for the interior zone of each rosette, components of a two-dimensional deformation tensor were calculated, allowing for determining the values for horizontal extreme deformations and the directions of their occurrence in each rosette zone. Calculations were performed for three time periods: 2004-2005, 2005-2006 and 2004-2006. The results of evaluating the condition of horizontal deformations were presented against the background of mining operations performed in these time periods in the landfill region, as well as against the background of settlements in the analysed points in relevant annual periods obtained from classical observations, realised by precision levelling technology.
Źródło:
Reports on Geodesy; 2007, z. 1/82; 317-326
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analysis of short-terms height changes of the Hans Glacier using quasi-continuous GPS observations
Autorzy:
Walo, J.
Adamek, A.
Puczko, D.
Powiązania:
https://bibliotekanauki.pl/articles/225003.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
GPS
satelita GPS
system pozycjonowania obiektów
lodowiec Hans
wysokośc lodowca
pomiary geodezyjne
GPS satellite
Global Positioning System
Hans Glacier
glacier height
engineering surveying
Opis:
The analysis of the measurement results exemplifies very valuable information about the glacier behavior which glaciologists need to understand phenomena occurring on the glacier in different seasons. Beside the experiences collected during this experiment it will be the background to design similar investigations from survey technology and methodology point of view. Basing on these results and experiment analysis we can draw some conclusions: - In the period of the experiment the glacier surface felt down as much as 2 meters. This is the natural tendency and consequences of flowing down the glacier to the fiord and his ablation. - In the figures we could notice wavy nature of the phenomenon of the glacier surface which probably is connected with topography of the fiord bottom, ocean tides affected on the glacier front and some processes connected with the ablation water delivery to the glacier bed. This problem requires a detailed study based on environmental data. - The results of determined heights were periodically disrupted by atmospheric conditions (snowing, wind). - The GPS data used to follow the vertical velocity of the glacier surface let us to monitor the glacier with height accuracy. Also the automation of the survey and post-processing is possible. - There are some disadvantages of using this monitoring technology in surveys: one point of observations, influence of atmospheric conditions on the results of surveys, periodically hard access to equipment and not good enough way of installation of the satellite antenna on the glacier (ablation pole).
Źródło:
Reports on Geodesy; 2007, z. 1/82; 367-373
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analytical interpretation of geodetic height measurements describing displacement of the building foundation to remain as a homogenous and non-homogenous rigid body
Autorzy:
Grabowski, R. J.
Powiązania:
https://bibliotekanauki.pl/articles/224385.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
pomiary wysokościowe geodezyjne
fundament budowli
pomiary geodezyjne
geodetic height measurements
building foundation
foundation displacement
engineering surveying
Źródło:
Reports on Geodesy; 2007, z. 1/82; 81-89
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Application of CCTV in geodesic monitoring of displacements
Autorzy:
Jóźwik, M.
Jaśkowski, W.
Powiązania:
https://bibliotekanauki.pl/articles/224375.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
telewizja przemysłowa
monitoring przemieszczeń
pomiary geodezyjne
close-circuit television
CCTV
monitoring of displacements
engineering surveying
Źródło:
Reports on Geodesy; 2007, z. 1/82; 123-127
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Application of thermography in engineering measurements
Autorzy:
Wróbel, A.
Powiązania:
https://bibliotekanauki.pl/articles/225027.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
termografia
pomiary inżynieryjne
pomiary geodezyjne
thermography
engineering measurements
engineering surveying
Opis:
- Existing thermographic equipment provides tools for quick and accurate recording of temperature distribution on object surfaces. - Usage of image analysis methods commonly used for photogrammetry and remote sensing provides tools for making accurate maps of temperature distribution on chosen, characteristic surfaces. - Documentation of thermal condition of new buildings should be a mandatory part of the post-construction documentation. - Real-world thermal resistance of buildings should be a factor during assertion of fulfilment of the architectural project and during valuation of buildings.
Źródło:
Reports on Geodesy; 2007, z. 1/82; 409-416
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Applying non-standard instrumental solutions to examine vertical displacements in engineering constructions as examplified by the monitored supporting structure of a reactor
Autorzy:
Woźniak, M.
Jastrzębski, Sł.
Powiązania:
https://bibliotekanauki.pl/articles/224997.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
przemieszczenie pionowe konstrukcji
agregat chemiczny
aparat reakcyjny
reaktor
pomiary geodezyjne
vertical displacements of constructions
reactor
engineering surveying
Opis:
In measurements of vertical displacements of constructions, when direct access to checkpoints is very difficult or life threatening, one should apply the measuring technology which would fulfill accuracy requirements and yet avoid all the dangers. The technology in question could involve special code levelling staffs instead of classical solutions. The paper presents tests involving the above method in measuring deformations of the supporting structure of a chemical reactor right after a building disaster or in the trial load of a rebuilt structure. Examples of other positive applications of such a solution are also shown.
Źródło:
Reports on Geodesy; 2007, z. 1/82; 404-407
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Comparing the concepts of modern comparators of code levelling rods as exemplified by the horizontal comparator of levelling rods UNIBWM (Munich) and the vertical comparator of "levelling systems" TUG (Graz)
Autorzy:
Jastrzębski, S.
Powiązania:
https://bibliotekanauki.pl/articles/224379.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
komparator łat kodowych
komparator pionowy
system niwelacyjny
pomiary geodezyjne
code levelling rods
vertical comparator
levelling system
engineering surveying
Źródło:
Reports on Geodesy; 2007, z. 1/82; 111-116
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Comparison of pseudolite observations and EDM survey influence on GPS vector estimation
Autorzy:
Rapiński, J.
Zapert, M.
Powiązania:
https://bibliotekanauki.pl/articles/225060.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
system pozycjonowania obiektów
EDM
pomiary geodezyjne
electronic distance meter
GPS
Global Positioning System
engineering surveying
Źródło:
Reports on Geodesy; 2007, z. 1/82; 287-293
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Control measurements using motorized total stations and field computer
Autorzy:
Woźniak, M.
Powiązania:
https://bibliotekanauki.pl/articles/224993.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
system pomiarowo-obliczeniowy
ATR
pomiary geodezyjne
automatic target recognition
Servo-TC System
engineering surveying
Opis:
In the area of measurements monitoring the position of checkpoints in space there are new instrumental solutions being developed: servo-motors, ATR (automatic target recognition), PR (power search), etc. These elements enable to accelerate the measuring process considerably, make the results more objective, help avoid target identification mistakes, introducing the possibility to conduct "continuous" measurements supervised by the operational system of an instrument or a field computer. The article presents the monitoring measurement results obtained by means of measuring systems built in the Institute of Applied Geodesy, under the author's supervision.
Źródło:
Reports on Geodesy; 2007, z. 1/82; 387-393
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Control network analysis of the dam "Wióry"
Autorzy:
Walo, J.
Szpunar, R.
Woźniak, M.
Powiązania:
https://bibliotekanauki.pl/articles/225005.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
zapora ziemna
sieć kontrolna
Wióry
pomiary geodezyjne
earth dam
control network
engineering surveying
Opis:
The obtained results of the test measurements in the control network of the dam Wióry show that combined usage of length measurements and GPS observations enables to obtain high accuracy and reliability in defining point coordinates. The real determination accuracy of checkpoint displacements in this type of networks is at the level of (plus minus) 2-3mm. However, it should be added that in small networks covering an area up to 1 km in radius, classical measurements (most of all, length measurements) enable to obtain higher accuracies in determining point coordinates, obviously on condition that the net structure is well-designed and length measurement is possible. Having analyzed the obtained results, one can also formulate the following conclusions: - the assumed structure of a modified test network shows effective accuracy both for EDM measurements and GPS observations, - satellite measurements enable combined and direct observation of points between which there is no sight line. It is especially important in the case of reference points which are usually located around the monitored object, and it is rarely possible to link them by means of classical measurements; - GPS measurements make it possible to check the monitored network independently, at least limiting the incidence of major and systematic errors in processing the results and defining displacement values; so GPS observations may, in the case of small control networks, be treated as control measurements made periodically (e.g. every year); - accuracy assessment made for TDA5005 tachymeter observations even in the case of considerable target inclinations, made by means of standard reflectors, attested reflexive foil and CCR fulfills monitoring requirements of specific point (targets), enabling to obtain an accuracy of the (plus minus) 0.5 mm range in relation to reference points; - linear measurements in the test network of Wiory, made by means of a TDA5005 tachymeter and high precision reflectors can be accomplished within 2-3 days.
Źródło:
Reports on Geodesy; 2007, z. 1/82; 376-380
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł

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