[INSTRM-1792] Reading MCS boresight from database instead of hard coded. Created: 17/Nov/22 Updated: 18/Jan/24 |
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| Status: | In Progress |
| Project: | Instrument control development |
| Component/s: | pfs_utils |
| Affects Version/s: | None |
| Fix Version/s: | None |
| Type: | Task | Priority: | Normal |
| Reporter: | chyan | Assignee: | karr |
| Resolution: | Unresolved | Votes: | 0 |
| Labels: | EngRun | ||
| Remaining Estimate: | Not Specified | ||
| Time Spent: | Not Specified | ||
| Original Estimate: | Not Specified | ||
| Attachments: |
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| Description |
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Here in the pfs_utils, the boresight location is hard coded based on different elevation angle with initial value. We should think about possibility of using database value. rhl Do you have any suggestion? |
| Comments |
| Comment by rhl [ 18/Nov/22 ] | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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My guess is that it doesn't matter, and that the fit will converge even if the model I hardwired is pretty bad. In fact, it would probably converge even if we didn't attempt to correct for altitude. However, this is something that we could and should confirm. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Comment by hassan [ 09/Feb/23 ] | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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To be addressed sometime in the next 6 months. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Comment by yuki.moritani [ 10/Mar/23 ] | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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At ASIAA software informal meeting, we agreed to start with to check difference run by run difference. Here is a visit for the previous Boresight measurements:
Note that Hexapod position was set at different position (1.8mm in X_pfi, -0.1mm in Y_pfi) from position we usually use. So, this offset should be taken into account. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Comment by yuki.moritani [ 18/May/23 ] | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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Jennifer and I talked about this. In the 2023 April/May run, we have updated MCS boresight , and found that it was shifted. If the slope is stable, we could use database to get boresight by reading the latest measurement at a given EL (e.g., EL=90) and the EL at the observation. Jennifer will check the stability of the slope. | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
| Comment by yuki.moritani [ 18/Jan/24 ] | ||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||||
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I found that the attachment was wrong the above comment. This figure compares boresight position used in pfs_utils and that measured in April 2023. Since it, we didn't measure boresight at different EL, so stability of the slope is to be checked (in particular X).
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