Module 2 : Global Positioning System
  Lecture 13 : GPS Measurements Techniques II
Summary of various carrier phase based techniques
(NAVSTAR Global Positioning System Surveying, 2003)
Method
Basic
Concepts
Obsn
Time
Accuracy
(3D rms)
Comments
Static
(post processed)
  • L1 or L1/L2 receiver
  • simultaneous site occupation
30 min to 1 hr
Sub-cm 1 cm + 1 ppm to 10 ppm

complexity varies

Control surveys (high accuracy,

Slow point positioning

Rapid Static
(post processed)
  • L1/L2 receiver
  • sophisticated techniques and extra information to resolve ambiguities
  • Single occupation only
  • No continuous lock
3 to 5 min
Sub-cm
Control surveys (medium to high accuracy) generally for baselines under 10 km, need "extra" measurements
Semi-Kinematic
(Stop & Go)
(post processed)
  • L1 receiver,
  • Needs initialization
  • 1-2 min baseline obsn. rover stopped temporarily on points to be positioned with respect to monitor
  • Must maintain continuous lock while moving between points
~1 min. per point
cm+

Limited to baselines under ~10 km,

Control surveys (medium accuracy)

Fast point positioning

Pseudo-Kinematic (post processed) Reoccupation
  • L1 receiver
  • Each rover site occupied twice, at least one hour apart, to exploit change in satellite geometry
  • 5-10 min static obsn
  • Double site occupation essential, logistically cumbersome
  • No initialization needed
  • Loss of lock permitted
1-3 min.
cm+
Control surveys (medium accuracy)
Real Time Kinematic RTK
  • L1/L2 receiver
  • Data link needed
  • For baseline < 10 km
  • Moving rover positioned with respect to static monitor,
  • OTF initialization or conventional static initial ambiguity resolution
-
cm+

Logistically difficult since must maintain lock while moving

Location survey

Photo control

Real time topographic surveys

Construction stake out (medium to high accuracy)