scholarly journals Regional-scale multiple reference stations for carrier phase-based GPS positioning: A correction generation algorithm

2000 ◽  
Vol 52 (10) ◽  
pp. 795-800 ◽  
Author(s):  
Chris Rizos ◽  
Shaowei Han ◽  
Horng-Yue Chen
Keyword(s):  
Carrier Phase ◽  
Regional Scale ◽  
Generation Algorithm ◽  
Gps Positioning ◽  
Correction Generation ◽  
Multiple Reference

scholarly journals Medium to Long Range Kinematic GPS Positioning with Position-Velocity-Acceleration Model Using Multiple Reference Stations

Sensors ◽  
2015 ◽  
Vol 15 (7) ◽  
pp. 16895-16909 ◽  
Author(s):  
Chang-Ki Hong ◽  
Chi Park ◽  
Joong-hee Han ◽  
Jay Kwon
Keyword(s):  
Long Range ◽  
Gps Positioning ◽  
Kinematic Gps ◽  
Acceleration Model ◽  
Multiple Reference

scholarly journals Code and carrier phase based short baseline GPS positioning: computational aspects

GPS Solutions ◽  
2004 ◽  
Vol 7 (4) ◽  
pp. 230-240 ◽  
Author(s):  
Xiao-Wen Chang ◽  
Christopher C. Paige ◽  
Lan Yin
Keyword(s):  
Carrier Phase ◽  
Short Baseline ◽  
Gps Positioning ◽  
Computational Aspects

scholarly journals Inverse-GPS Positioning Using Carrier Phase.

2003 ◽  
Vol 123 (2) ◽  
pp. 255-261
Author(s):  
Tomohiro Matano ◽  
Toshiyuki Tanaka
Keyword(s):  
Carrier Phase ◽  
Gps Positioning

Sub-Metre Accuracy for Stand Alone GPS Positioning in Hydrographic Surveying

2004 ◽  
Vol 57 (1) ◽  
pp. 135-144 ◽  
Author(s):  
M. H. Saka ◽  
T. Kavzoglu ◽  
C. Ozsamli ◽  
R. M. Alkan
Keyword(s):  
Carrier Phase ◽  
Test Site ◽  
Gps Data ◽  
Smoothing Algorithm ◽  
Gps Receiver ◽  
Kinematic Positioning ◽  
Gps Positioning ◽  
Positioning Method ◽  
Hydrographic Surveying

The accuracy that can be achieved by a single GPS receiver in stand-alone mode is around 10 metres with SA switched off; this is not adequate for most hydrographic studies. This study aims to improve this level of accuracy using a single geodetic receiver in stand-alone mode by applying a phase smoothing algorithm. The algorithm described in this study requires that the measurements be started from a known point for initialisation. The test site selected for the study is Halic bay, Istanbul. After GPS data were collected on a geodetic point for initialisation, the receiver was moved to a hydrographic vessel and trial measurements were performed along several survey profiles. The position of the vessel was calculated at every epoch using the carrier phase smoothing algorithm. In order to analyse the accuracy of the results, a second receiver collected data on another known point on the seashore during the whole session. The position of the vessel was accurately determined using a kinematic positioning method considering the data collected by both receivers. The results produced show that an accuracy of less than a metre can be achieved using the approach considered in this study.

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