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JCMT Pointing - general
 
JCMT Pointing - general
Pointing with JCMT involves the following process :
- The astronomical coordinates are made known to the telescope
computer;
- These are converted from their natural reference frame into azimuth
and elevation, taking into account the observer's latitude
and longitude, the time,
refraction , aberration,
precession, and other astronomical corrections.
For a useful description of all these effects and other terms
of astrometry, see the document
Explanation and Examples - which is part of Pat
Wallace's (Starlink's) Positional Astronomy Library.
- the current azimuth and elevation are read by on-axis
encoders ,
taking into account their zero-point differences - i.e.
the readings the encoders give when the antenna is at (az,el) =
(0,0), which, by convention, is on the horizon in the north;
- the telescope drives servo is commanded so as to close the gap
between the demanded and current positions.
- The calculation is repeated every second by the TEL task, but the
servo cycles every 50 milliseconds, using appropriate interpolations
on the TEL analysis.
This would be all if it were not that the antenna is structurally
imperfect : viz, the azimuth axis is not quite vertical, the
elevation axis is not perpendicular to the azimuth axis . . . etc..
The algorithmic description of these imperfections is the essence of the
pointing model , (see
MTUN005).
Go here to see a more detailed
description of the model parameters.
Additionally :
- the elevation is corrected for the
temperature difference between the front and back legs .
This correction is of the order 6"/oC of difference.
The temperature
of the dish suffers little in the way of gradients and so
does not impact telescope pointing.
- The misalignment of the tertiary mirror
or flexure in the cassegrain cabin are possible additional terms that
could be considered. These are coded as terms called u3 &
u4, and have
definitions
that are dependent upon the focus station.
As yet, keeping their values set to zero has not limited the
performance of the model.
- After establishing a pointing model with one
receiver/instrument/FrontEnd it will be found that other FEs do not
point in the same direction. These pointing offsets are called
collimation offsets. It makes life
easy to maintain the model using one FE (the primary-FE)
and to hold its collimation offsets to (0,0) (in azimuth and elevation).
The values of the (usually 7) parameters are determined by analyzing
pointing data.
If the model is correct, any source should arrive precisely on-axis
when the antenna is pointed at it. In general, this is not the
case, and errors in any parameter produce
systematic errors in the
pointing residuals. When these are analysed as functions of azimuth
and elevation (currently by a least-squares method), a more optimal
value-set of the parameters may be determined.
A good model obviously requires good coverage of (az,el) space.
Previous to the arrival of
SCUBA in the summer of 1996, it proved difficult
to obtain sufficient data in any dedicated pointing run to do this.
Resulting model updates were probably often biased
by the selection of pointing sources in that run.
Since then, however, the pointing model has remained
reassuringly stable, and has allowed us to identify and quantify other
factors that affect the pointing, such as
central bearing problems, antenna loading problems
, etc..
Of course, there are other complications, such as
- the uneven nature of the track, and the need to measure the track
profile using Inclinometry.
- seeing - as measured by the 11GHz CfA phase monitor, maybe like
the one in use at
OVRO -
reflects fluctuations in the atmospheric refractive index due to
moisture passing through the beam. The pointing model ought to be
derived in, and applied during, the absence of such effects.
- It is also assumed that the instrument/detector used in the pointing
experiment is aligned properly - see how.
- A small correction is made for the friction and hysteresis in the
elevation encoder housing -- a phenomenon misleadingly called the
transit effect, although it occurs whenever the elevation
motion is reversed. For a full description of the effect and the
efforts to correct it please go here,
(item 4).
Return to POINTING home page .
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