Introduction to GNSS Base-Station

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Introduction to GNSS Base-Station Dinesh Manandhar Center for Spatial Information Science The University of Tokyo Contact Information: dinesh@iis.u-tokyo.ac.jp Slide : 1

Introduction GPS or GNSS observation has many types of errors. Due to these errors, the accuracy of a GPS receiver is limited. Currently about 10m accuracy is possible with Single Observation. However, some of these errors can be removed and reduced by using proper observation techniques to provide few millimeter accuracy. This can be done by using a Base-Station within a limited base-length from the Rover (user) receiver. In the next few slides, we will see types of errors and how they can be removed. 2 Slide : 2

What is a Base-Station? A Base-Station is a station where a GNSS receiver is installed at a known location. Also called Reference Station CORS (Continuously Operating Reference Station) The location is pre-surveyed by either traditional methods or by GNSS observation for multiple days. The Base-station then provides error data for every observation compared to it s known location. 3 Slide : 3

Accuracy vs. Precision Accuracy Capable of providing a correct measurement Measurement is compared with true value Affected by systematic error Precision Capable of providing repeatable and reliable measurement Statistical analysis of measurement provides the precision Measure of random error Systematic error has no effect Neither Precise nor Accurate Precise but Not Accurate Accurate but Not Precise Precise and Accurate 4 Slide : 4

How accurate is GPS Position? 50 cm grid 50 cm grid 5 cm grid SPP (Single Point Position) DGPS (Differential GPS) RTK (Real Time Kinematic) 5 Slide : 5

Errors in GPS Observation (L1C/A Signal) Error Sources One-Sigma Error, m Total DGPS Comments Satellite Orbit 2.1 0.0 Common errors are Satellite Clock 2.1 0.0 removed Ionosphere Error 4.0 0.4 Common errors are Troposphere Error 0.7 0.2 reduced Multipath 1.4 1.4 Receiver Circuits 0.5 0.5 If we can remove common errors, position accuracy can be increased. Common errors are: Satellite Orbit Errors, Clock Errors and Atmospheric Errors (within few km) Table Source : http://www.edu-observatory.org/gps/gps_accuracy.html#multipath 6 Slide : 6

How to Remove the Errors? Averaging of Repeated Observation Modeling of Phenomena that Causes Errors Differential Corrections DGPS, SBAS, GBAS Single frequency observation is OK Code Observation RTK Normally multi-frequency observations Single frequency RTK is also performed for smaller base-length Code and Carrier Observation PPP Precise Point Positioning 7 Slide : 7

Principle of Differential Correction 30 Base-Station Antenna is installed at a known-position Send Correction Data to Rover For Real-Time Position For RTK, both rover and base receivers need to use the same satellites Rover User in the Field (Either fixed or moving) 8 Slide : 8

Principle of QZSS MADOCA / CLAS Service QZSS GPS Correction Data: Satellite Orbit Error of GPS and Other Satellites Satellite Clock Error of GPS and Other Satellites Rover 9 Slide : 9

Which Method: DGPS, SBAS, RTK, PPP? http://www.novatel.com/an-introduction-to-gnss/chapter-5-resolving-errors/ 10 Slide : 10