Base distance
ESA describes conventional single-base RTK service areas on the order of 10–20 kilometres; network approaches address wider-area service.
REAL-TIME DIFFERENTIAL GNSS
Real-Time Kinematic positioning uses carrier-phase GNSS measurements and corrections from a surveyed reference station to produce a high-precision position at a moving rover.
Visual explanationA diagram or operating scene makes the relationship visible.
Structured modelA flow, comparison, capability set, or boundary map organizes the idea.
Guided explanationOriginal prose connects the concept to its operating context.
RTK is a differential GNSS technique. A base receiver at a well-known position observes many of the same satellite and atmospheric errors as a nearby rover, allowing correction information to be applied at the rover.
Carrier-phase measurements can support centimetre-level positioning, but the receiver must resolve integer ambiguities and maintain suitable satellite tracking.
A single-base RTK system requires a reference receiver, a real-time communication channel, and a rover receiver. Network RTK uses multiple stations to model corrections across a wider service area.
ESA describes conventional single-base RTK service areas on the order of 10–20 kilometres; network approaches address wider-area service.
Real-time operation depends on a working communication path between the correction source and rover.
The rover needs time and adequate observations to resolve carrier-phase ambiguities.
Obstruction, multipath, interference, and loss of continuous tracking can reduce performance or force reinitialization.
Fixed does not describe every error.A fixed ambiguity solution does not eliminate antenna, multipath, reference-frame, calibration, or machine-control errors.
Repeatability needs a stable reference.Changing bases, frames, coordinates, or correction providers can shift the realized position.
Machine performance is a system result.Receiver accuracy alone does not establish steering, implement, or field-operation accuracy.
Follow incoming and outgoing relationship records to understand what supplies, informs, enables, coordinates with, or extends this technology in the published knowledge graph.
02connections visible
Reference-station infrastructure is one source of the correction information used in RTK positioning workflows.
RTK is used where a guidance workflow needs more precise relative positioning than an uncorrected solution can provide.
Build a clean mental model of satellite positioning, correction infrastructure, precision methods, and the guidance system that uses them.
See why relative corrections are used when the field operation needs more precise, repeatable positioning.
This briefing uses ESA's public RTK explanation and NOAA's description of continuously operating reference infrastructure. Exact performance must be verified for the receiver, service, baseline, installation, and environment.