Combined analysis of real-time kinematic GPS equipment and its users for height determination
Ellipsoidal and Australian Height Datum heights have been determined for a 60-point control network from five base-stations by three separate users using three different makes of real-time kinematic (RTK) Global Positioning System (GPS) equipment. This was to determine whether these RTK GPS surveys...
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| Format: | Journal Article |
| Published: |
American Society of Civil Engineers
2001
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| Online Access: | http://hdl.handle.net/20.500.11937/35057 |