2022
DOI: 10.1007/s00190-022-01601-4
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HV-LSC-ex$$^2$$: velocity field interpolation using extended least-squares collocation

Abstract: Least-squares collocation (LSC) is a widely used method applied in physical geodesy to separate observations into a signal and noise part but has received only little attention when interpolating velocity fields. The advantage of the LSC is the possibility to filter and interpolate as well as extrapolate the observations. Here, we will present several extensions to the traditional LSC technique, which allows the combined interpolation of both horizontal velocity components (horizontal velocity (HV)-LSC), the s… Show more

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Cited by 6 publications
(4 citation statements)
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“…We develop a GNSS displacement rate model as a calibration plane to accommodate for this spatially variable alignment between GNSS and InSAR. We interpolate GNSS rates on a 25 by 25 km grid, with additional points along San Andreas Fault System, using an extended Least-Square Collocation (Hv-LSC-ex 2 [57]) method that takes into account spatial correlation between horizontal displacement components with plate boundaries constraints. Prior to this, we first omit the sites with apparent localized motion based on 2-sigma criteria applied on trend variability metric (dv N orth−South > 0.30 mm/yr, dv East−W est > 0.28 mm.yr, dv V LM > 1 mm/yr), combined horizontal and vertical trend uncertainties (σ 3D > 2 mm/yr) and remaining vertical rates (VLM > 3 mm/yr).…”
Section: Gnss Modelmentioning
confidence: 99%
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“…We develop a GNSS displacement rate model as a calibration plane to accommodate for this spatially variable alignment between GNSS and InSAR. We interpolate GNSS rates on a 25 by 25 km grid, with additional points along San Andreas Fault System, using an extended Least-Square Collocation (Hv-LSC-ex 2 [57]) method that takes into account spatial correlation between horizontal displacement components with plate boundaries constraints. Prior to this, we first omit the sites with apparent localized motion based on 2-sigma criteria applied on trend variability metric (dv N orth−South > 0.30 mm/yr, dv East−W est > 0.28 mm.yr, dv V LM > 1 mm/yr), combined horizontal and vertical trend uncertainties (σ 3D > 2 mm/yr) and remaining vertical rates (VLM > 3 mm/yr).…”
Section: Gnss Modelmentioning
confidence: 99%
“…We observe through trial and error that the remaining trend signal only affects interpolation uncertainties and not its values. Therefore, to obtain more realistic interpolation uncertainties, we use correlation function, starting covariances with mean rate uncertainties estimated prior with a Hector software [54] and moving variance approach within radius of 850 km to adapt to the non-stationary residual horizontal field [57]. The final stochastic parameters for the collocation process are: horizontal c 0 = 0.2mm 2 /yr 2 , d 0 = 225km, vertical c 0 = 0.4mm 2 /yr 2 , d 0 = 52km.…”
Section: Gnss Modelmentioning
confidence: 99%
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“…A MVC do vetor aleatório z, dada pela equação (3.27), é obtida pela soma da MVC do sinal s com a MVC do ruído n, a qual é igual a MVC das observações Lb e dada por (CAMARGO e DALMOLIN, 1995, p. 7;STEFFEN et al, 2022):…”
Section: Matriz Variância Covariânciaunclassified