- Tytuł:
- The positioning performance of low-cost GNSS receivers in the Precise Point Positioning method
- Autorzy:
-
Karabulut, Mustafa Fahri
Aykut, Nedim Onur
Akpınar, Burak
Topal, Güldane Oku
Çakmak, Zübeyir Bilal
Doran, Bilge
Dinar, Ahmet Anıl
Yiğit, Cemal Özer
Bezcioğlu, Mert
Zafer, Anıl - Powiązania:
- https://bibliotekanauki.pl/articles/43852810.pdf
- Data publikacji:
- 2022
- Wydawca:
- Polska Akademia Nauk. Czasopisma i Monografie PAN
- Tematy:
-
odbiornik GNSS
pozycjonowanie satelitarne
system nawigacji satelitarnej
low-cost
GNSS
PPP
OEM receiver - Opis:
- Satellite-based positioning, which started being developed in the mid-1960s for military purposes, is now used in almost every area. For the studies single and/or double frequency receivers are used. The cost of a receiver and antenna couple that have capable of high coordinate accuracies ranges from $3000 to $15000. With the production of Original Equipment Manufacturer (OEM) receivers, the cost of satellite-based location determination decreases to approximately one in 10 for the civilian user compared to the operations performed with geodetic receivers and antennas. However, although these receivers collect data in multi-Global Navigation Satellite System (GNSS) and frequencies, the accuracy of the coordinate values estimated is not as high as geodetic receivers and antennas. Therefore, it is necessary to carry out an accuracy study to obtain information about which studies can be used in. In this study, measurements were made at the UZEL point located on the roof of the Yıldız Technical University Geomatics Engineering Department by using the ZED-F9P-02B OEM multi GNSS receiver and ANN-MB L1/L2 multi-band GNSS patch antenna. The performance of the test results has been examined by comparing the results from CSRS(Canadian Spatial Reference System)-PPP with the coordinates of the UZEL point. As a result of the comparison, the difference between the coordinate determined with collected 3.5 hr data and the coordinates of the UZEL point has been determined as – 1.4 cm, 2.8 cm, and 9.3 cm in the East, North, and Height directions, respectively.
- Źródło:
-
Advances in Geodesy and Geoinformation; 2022, 71, 2; art. no. e29, 2022
2720-7242 - Pojawia się w:
- Advances in Geodesy and Geoinformation
- Dostawca treści:
- Biblioteka Nauki
Artykuł