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× × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × × Figure 5.4: Example of combined GPS/GLONASS positioning with coordinate transformation according to (Mitrikas et al., 1998). 50 5 COORDINATE SYSTEMS 5.8 Coordinate Frames in Differential Processing Where better accuracy is required, e.g. in surveying and geodesy, positioning will usually be done in differential mode. In this case, differences in the coordinate frame of the satellite positions can be regarded as orbital errors, which cancel out in differential processing, at least over short baselines. According to (Beutler et al., 1987; Landau and Vollath, 1996), a radial error of 4 m will lead to an error of approximately 0.03 ppm in the baseline. Orbital errors of 75 m along track or cross track (which would correspond to the coordinate transformation (Misra and Abbot, 1994)) may cause a rotation of the baseline of around 0.6” and a maximum baseline error of 2.8 ppm. Writing a simplified pseudorange observation equation from receiver R to satellite S, considering the error in orbit determination e orb : P R S R = S R + c · δt R − c · δt S + e S,orb R (5.8.1) and linearizing this equation with S R = (x R − x S ) 2 + (y R − y S ) 2 + (z R − z S ) 2 (5.8.2) the position vectors of receiver x R and satellite x S must be given in the same coordinate frame. In case the satellite position vector is given in a different coordinate frame ˆ x S with a locally valid transformation x S = ˆ x S + δx, Eq. (5.8.1) rewrites to P R S R = (x R − ˆ x S − δx) 2 + (y R − ˆ y S − δy) 2 + (z R − ˆ z S − δz) 2 + c · δt R − c · δt S + e S,orb R (5.8.3) Linearizing the geometric range in terms of components of the transformation around zero: Download 5.01 Kb. Do'stlaringiz bilan baham: |
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