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Star*net question: horizontal errors caused by vertical mistakes?

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rfc
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This is related to another topic under discussion (Comparing two Surveys), but is specifically related to having used Star*net to adjust a control network; I hope I'm asking the right question:

If one's confidence in elevation measurements are not high...i.e. if it's become clear that several (possibly many), HI's/HT's are wrong, is it true that the errors would affect D, V and DV data types (i.e. any data type that involves Slope Distance)?, and if so, would the "solution" to this call for loosening the standard errors for any data type that involves vertical measurements and re-running the adjustment?

Thanks in advance for advice.


 
Posted : December 16, 2025 7:15 am
john-hamilton
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I process all of my total station data by reducing the distance and vertical angles to mark-to-mark values (using the observed zenith angles and the HI/HT), in which case any HI blunders would definitely affect the results. So my Star*Net records do not have HI and HT appended to them, those values are already applied. 

What you can do is use the slope distance and vertical angle to reduce the distance to horizontal and do a 2D adjustment. If you have blunders and errors in the HI/HT, I would forget about a 3d adjustment. LSQ are not really meant to deal with blunders (other than to detect them)


This post was modified 10 months ago by john-hamilton
 
Posted : December 16, 2025 7:46 am
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Norman_Oklahoma
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Presuming that we are talking about 3D adjustments, yes. In fact, measure up errors are probably the most common of errors, closely followed by point misnumbering.   


 
Posted : December 16, 2025 10:48 am
rfc
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Posted by: @john-hamilton
↑

I process all of my total station data by reducing the distance and vertical angles to mark-to-mark values (using the observed zenith angles and the HI/HT), in which case any HI blunders would definitely affect the results. So my Star*Net records do not have HI and HT appended to them, those values are already applied. 

What you can do is use the slope distance and vertical angle to reduce the distance to horizontal and do a 2D adjustment. If you have blunders and errors in the HI/HT, I would forget about a 3d adjustment. LSQ are not really meant to deal with blunders (other than to detect them)

Ugh. This may be too much work. Most all of my data types are either M or DV. I see that M can be 2D or 3D; I could just edit out the HI/HT at the end of each line.

But as far as I can tell, DV is 3D only; I've got them for all my backsights and foresights. What might I do with those? For example:

DV 3300-2800 212.4630 89-01-24.00 5.200/4.820
M 3300-2800-3500 225-47-41.50 86.3715 96-55-44.50 5.200/5.250
M 3300-2800-3500 225-47-42.00 86.3730 96-55-42.50 5.200/5.250
M 3300-2800-3500 225-47-44.50 86.3735 96-55-44.50 5.200/5.250

 


 
Posted : December 16, 2025 7:21 pm
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It's been a good long while since I've run a 2D adjustment, but I *think* you can specify that the project is a 2D job in the project options, and then add the .3DREDUCE inline option at the top of each .dat file.  That will instruct the program to reduce the slope distances to horizontal but ignore any height data.


 
Posted : December 16, 2025 7:37 pm

Norman_Oklahoma
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Posted by: @rfc
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Ugh. This may be too much work

HINT: Look into the .3r inline command


 
Posted : December 16, 2025 10:38 pm
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Does Star*net allow an azimuth in a DV record? Isn't the purpose of the DV record type to allow inclusion of azimuth free records?


 
Posted : December 17, 2025 6:40 am
john-hamilton
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@mathteacher No, azimuth is not an option in a DV. You can put azimuth in a B record by itself or a BM record with distance, vertical angle, etc


 
Posted : December 17, 2025 8:06 am
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@mathteacher 

a DV record contains no horizontal angle’ish data at all. So no azimuths there.  Other record types that do handle horizontal angle data will accept azimuths.


 
Posted : December 17, 2025 8:54 am