2015
DOI: 10.1155/2015/346498
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Next Generation Network Real-Time Kinematic Interpolation Segment to Improve the User Accuracy

Abstract: This paper demonstrates that automatic selection of the right interpolation/smoothing method in a GNSS-based network real-time kinematic (NRTK) interpolation segment can improve the accuracy of the rover position estimates and also the processing time in the NRTK processing center. The methods discussed and investigated are inverse distance weighting (IDW); bilinear and bicubic spline interpolation; kriging interpolation; thin-plate splines; and numerical approximation methods for spatial processes. The method… Show more

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Cited by 8 publications
(8 citation statements)
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“…An adjustment of baselines and 3-D positions of individual benchmarks was used to compute final heights with typical standard errors of less than 1 cm. The second dataset consists of 132 points observed with the Norwegian real-time kinematic GNSS network service, known as CPOS (Ouassou et al, 2015). The test field covered an area of approximately 0.2 km 2 and was located in typical Norwegian coastal terrain including exposed bedrock, slopes, and beaches covered with boulders.…”
Section: Accuracy Of the Demmentioning
confidence: 99%
“…An adjustment of baselines and 3-D positions of individual benchmarks was used to compute final heights with typical standard errors of less than 1 cm. The second dataset consists of 132 points observed with the Norwegian real-time kinematic GNSS network service, known as CPOS (Ouassou et al, 2015). The test field covered an area of approximately 0.2 km 2 and was located in typical Norwegian coastal terrain including exposed bedrock, slopes, and beaches covered with boulders.…”
Section: Accuracy Of the Demmentioning
confidence: 99%
“…An adjustment of baselines and 3D positions of individual benchmarks was used to compute final heights with typical standard errors of less than 1 cm. The second data 380 set consists of 132 points observed with the Norwegian real time kinematic GNSS network service, known as CPOS (Ouassou et al, 2015). The test field covered an area of approximately 0.2 km 2 and was located in typical Norwegian coastal terrain including solid bedrock, slopes, and beaches covered with boulders.…”
Section: Accuracy Of the Dem 370mentioning
confidence: 99%
“…Then an interpolation/smoothing scheme is applied to generate the NRTK corrections for the user location. For information on how to avoid loss of information under interpolation of NRTK data, the interested reader is referred to [19]. The NRTK corrections are then transmitted to users who can perform real-time positioning with an accuracy at the cm-level [20].…”
Section: Introductionmentioning
confidence: 99%