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HiPerII Chapter 1 
 
Calculating Differential Positions 
 
DGPS, or Differential GPS, is a relative positioning technique where the measurements from two 
or more remote receivers are combined and processed using sophisticated algorithms to 
calculate the receivers' relative coordinates with high accuracy.  DGPS accommodates various 
implementation techniques that can be classified according to the following criteria: 
  The type of GNSS measurements used, either code-phase differential measurements or 
carrier-phase differential measurements 
  If real-time or post-mission results required.    Real-time applications can be further divided 
according to the source of differential data and communication link used. 
With DGPS in its most traditional approach, one receiver is placed at a known, surveyed location 
and is referred to as the reference receiver or base station.  Another receiver is placed at an 
unknown location and is referred to as the remote receiver or rover.  The reference station 
collects the code-phase and carrier-phase measurements from each GNSS satellite in view. 
  For real-time applications, these measurements and the reference station coordinates are 
then built up to the industry standard RTCM - or various proprietary standards established 
for transmitting differential data - and broadcast to the remote receiver ( s ) using a data 
communication link.  The remote receiver applies the transmitted measurement 
information to its observed measurements of the same satellites. 
  For post-mission applications, the simultaneous measurements from reference and rover 
stations are normally re-corded to the receiver's internal memory ( not sent over 
communication link ).  Later, the data are downloaded to computer, combined, and 
processed.  Using this technique, the spatially correlated errors - such as satellite orbital 
errors, ionospheric errors, and tropospheric errors - can be significantly reduced, thus 
improving the position solution accuracy. 
A number of differential positioning implementations exist, including post-processing surveying, 
real-time kinematic surveying, maritime radio beacons, geostationary satellites ( as with the 
OmniSTAR service ), and satellite based augmentation systems ( WAAS, EGNOS, MSAS ). 
The real-time kinematic (RTK) method is the most precise method of real-time surveying.    RTK 
requires at least two receivers collecting navigation data and communication data link between 
the receivers.    One of the receivers is usually at a known location ( Base ) and the other is at 
an  unknown  location  (  Rover  ).    The  Base  receiver collects carrier phase measurements, 
generates RTK corrections, and sends this data to the Rover receiver.    The Rover processes this 
transmitted data with its own carrier phase observations to compute its relative position with 
high accuracy, achieving an RTK accuracy of up to 
1.0
 cm horizontal and 
2.0
 cm vertical. 
HiPerII Chapter 1