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![]() Part of the accuracy advantage is the correction method. The technology required to achieve the higher accuracy of RTK performance makes the cost of a RTK-capable receiver higher than one that is DGNSS-capable only.Īn SBAS system and a PPP system are similar in that both systems receive corrections from satellites. However, a PPP system is significantly more accurate than an SBAS system. The advantage of DGNSS is that it is useful over a longer baseline (distance between base station and rover receivers) and a DGNSS system is less expensive. The difference is that RTK (a carrier phase method) is significantly more accurate than DGNSS (a code-based method). The configuration of Differential GNSS (DGNSS) and RTK systems are similar in that both methods require a base station receiver setup at a known location, a rover receiver that gets corrections from the base station and a communication link between the two receivers. ![]() Figure 45 compares the accuracy and practical range of use for each of the methods discussed in this chapter. The following sections provide comparisons between the correction methods. Post-processing generally results in a more accurate, comprehensive solution than is possible in real-time.Īs discussed at the start of this chapter, there is no best GNSS correction method, only a method that best suites the intended application. In the example shown in Figure 44, the route taken by the vehicle is shown in the left side of the screen, and measurements recorded during the mission, such as velocity, resolved into horizontal and vertical components, are shown in the right side. Post-processing applications may be designed to run on personal computers, accessible through simple-to-use graphical user interfaces. Applications can involve stationary or moving base stations, and some support integration with customer or third-party software modules. Post-processing applications offer a great deal of flexibility. Moreover, it is possible to process without any base station data through PPP, which utilizes downloaded precise clock and ephemeris data. Depending on the project’s proximity to a permanently operating GNSS network, base station data can often be freely downloaded, eliminating the need for establishing your own base station(s). Unlike RTK GNSS positioning, post-processing does not require real-time transmission of differential correction messages. This simplifies the hardware configuration greatly.ĭuring post-processing, base station data can be used from one or more GNSS receivers. Multi-base processing helps preserve high accuracy over large project areas, which is a common occurrence for aerial applications. For these applications, raw GNSS satellite measurements are collected and stored for processing post-mission. For many applications, such as airborne survey, corrected GNSS positions are not required in real-time. |
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