Ok, here's the answer. Pick up the ANZ Toolbox and you can use the new Points to cloud report! Super cool tool. It was released with TBC 2025.21 which is the latest version. If you can get to that version can pick up the licensing, it's well worth it! I believe it's just shy of $400/year for this and there is a plethora of tools to use!
Original Message:
Sent: 04-23-2025 16:31
From: Zach Edwards
Subject: Photogrammetry Adjustment Report not equal to Points to Surface report
Hmm. I didn't know that you could inverse between a survey point and point cloud point in TBC. Is it properly snapping to the survey point AND point cloud point?
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Zach Edwards
Original Message:
Sent: 04-22-2025 08:34
From: Sam Kitchen
Subject: Photogrammetry Adjustment Report not equal to Points to Surface report
Let me make sure I am on the same page, when inversing from the nearest point cloud point to point 201 (a target check point) I am getting 0.489ft, no surface involved. In the photogrammetry adjustment report 201 has a vertical residual of -0.07. Also I will add that all the photogrammetry projects have this same problem, and it is always in the same direction. The target points are below the point cloud points. I could see if they varied above and below, with a mean of around zero, but they are always lower than the cloud and have an average of about 0.25 ft. This seems to be a systematic error.
Sam
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Sam Kitchen
Original Message:
Sent: 04-22-2025 07:13
From: Zach Edwards
Subject: Photogrammetry Adjustment Report not equal to Points to Surface report
This is normal. When you are producing a surface, presumably you are downsampling the point spacing. Likely via the advanced filtering tool. in my experience, the points to surface report will always be quite a bit coarser than simply comparing points in the point cloud against control/check shots. be sure to clean the surface to remove any erroneous peaks or valleys, and of course, use breaklines.
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Zach Edwards
Original Message:
Sent: 04-21-2025 14:58
From: Sam Kitchen
Subject: Photogrammetry Adjustment Report not equal to Points to Surface report
I am on my 3rd or 4th photogrammetry project and I am noticing a trend. In the Adjustment report the residuals are pretty good, the one I am looking at now has a max vertical of 0.109' and a mean of -0.0282', really awesome. When I take the same points and compare them with the surface made with the LAS file they are always off, max is 0.489' and the mean is 0.20'. I thought it may be the way I am creating the surface so I inversed between the GCP and the nearest point and it is really close to the point to surface report.
Do I have a setting off or something?
Equipment: Mavic 3E, R12 static, PPK, 150 AGL, 6 GCP, and 12 check points, TBC 24.10.9090, roughly 40 acre, 80% overlap
Sam
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Sam Kitchen
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