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Data Analysis

In order to correct the pointing for the irregularities of the track, the TEL task is required to read a file called MODEL1.dat. This is the track model, a lookup table giving three parameters called F1, F2 and F3 for each specified azimuth. F3 is directly the elevation correction, while F1 and F2 are combined with the elevation to provide the azimuth correction (see MTUN025 or Inclinometry : The Past and Future).

A software package to analyse inclinometry data and create a new track model therefrom is called by the command

        $ @ disk$data:[jcmtuser.inclinometry.progs]INCRED2

A menu is presented that allows processing and displaying of inclinometry data. The shortest route to a track model is via options 2 and 9 :

The current suite of programs available via INCRED2 are tailored to the perceived performance of the inclinometers. In particular, it appears possible to take data without going back and forth to measure reference positions and without suffering large zero-point drifts. The collection of point-wise data at a resolution of 1degree, with, say, 6 seconds spent waiting and sampling, and covering more than 400degree of azimuth takes about 2 hours. The zero-point drifts that occur between the start and end of such a run have not exceeded 2" in the data gathered so far. Assuming that the zero-point drifts are linear in such a time (and from the available data that seems a reasonable assumption), we can use option 2 of INCRED2 to correct for this, and to convert the units from mV to ". Future processing algorithms may include temperature corrections also.

Other options in the INCRED2 menu allow for

next up previous contents
Next: Measurements - September Up: No Title Previous: Data recording with



Iain Coulson
Thu Mar 13 13:57:23 HST 1997