AI Assistant
Activity
 
Notifications
Clear all
paul-in-pa
paul-in-pa
@paul-in-pa
Member
Joined: July 3, 2010 7:50 am
Topics: 700 / Replies: 5334
Reply
RE: Record Measurement Not matching Quandary

Paul in PA, post: 454629, member: 236 wrote: Could be a 10' prism offset error?Paul in PAI should have entered the "tongue in cheek" emoji with the ab...

9 years ago
Reply
RE: Record Measurement Not matching Quandary

Could be a 10' prism offset error?Paul in PA

9 years ago
Reply
RE: Editing A TIFF?

I had some time to play with FastStone and found that I had to choose the opion before opening the tiff, "Create", then "Multi-Page File Splitter".Pau...

9 years ago
Topic
9 years ago
Replies: 3
Views: 654
Reply
RE: Tall setups for GNSS

A tall rod would tend to oscillate above the reference point. Nothing to really worry about as the GPS solution is a meaned position.I have used a 12'...

9 years ago
Reply
RE: TROPOSPHERIC MODELS USED IN DIFFERENT NETWORK ADJUSTMENT SOFTWARE PACKAGES

A good tropospheric model requires meteorological input that is outside the GPS receiver's capabilities. I am aware of no commercial product that allo...

9 years ago
Reply
RE: Need Help Getting Orbit Info

Ephemeris data is the same for every CORS which is why the NGS is not concerned about including it with every CORS file.Internet paths get changed ove...

9 years ago
Reply
RE: What Does +/- 1SD Mean In Surveying?

Depends on when it was written. 1SD is bigger for a survey done with 1 chain chains than done with 100' steel tape, and so on. If you do not know what...

9 years ago
Reply
RE: Understanding Rinex Files

Fewer than 3 useable CORS is a comment on the actual CORS data available. I imagine one of the CORS used in your first solution did not have good clea...

9 years ago
Reply
RE: Is this a new metal detector?

Dave White is not David White. Trading on a name may be a clue to stay away.Paul in PA

9 years ago
Reply
RE: Time/distance based GNSS logging options

I would say time is a better option. Suppose you come to a breakline point, you may not have come far enough to get it logged. If you pause longer tha...

9 years ago
Reply
RE: Electronic Total Station Leveling Best Practices

Suppose I resection into a point inside a building footer to set corner nails for masons. In a few short days the walls would probably be high enough ...

9 years ago
Reply
RE: Accept the shot or not?

I have no experience with palms but know they have denser leaves than deciduous. Pine needles are very bad, as are rhododendron and mountain laurel.I ...

9 years ago
Reply
RE: Same old OPUS

Resubmit to OPUS and request the 3 closest CORS stations you want used with extended data. Redo with the next 3 and then again. Now break your file up...

9 years ago
Reply
RE: FS exam practice exam ncees

I would not be surprised if they are using the engineers fundamentals exm to build off of.Paul in PA

9 years ago
Reply
RE: OPUS Projects Question

You should (I know my software does) be able to hold that last point as control and the software will adjust forward.I have had/been a GPS bay sitter ...

9 years ago
Reply
RE: EXPERT WITNESS QUESTION

How do they define "published".Could not a filed subdivision map, being accepted by appropriate jurisdiction and available for all to see be considere...

9 years ago
Reply
RE: Are you a twenty-percenter?

Does that mean I am wasting my time talking to you 80%ers?Paul in PA

9 years ago
Reply
RE: Driveway Easement - Modification

If the driveway is currently paved and within the easement and any additional pavement will be within the same easement, I see no need for changes in ...

9 years ago
Reply
RE: OK SO HERE IS THE ISSUE I'M HAVING

Assuming that your internet connection does not allow you to use Carlson Help and your phone does not allow you to use Carlson's phone number, be brav...

9 years ago
Page 39 / 302