AI Assistant
Activity
 
Notifications
Clear all
pfirmst
pfirmst
@pfirmst
Member
Joined: October 15, 2021 3:31 am
Last seen: May 13, 2026 7:09 pm
Topics: 20 / Replies: 198
Reply
RE: Precision Levelling

SMR's are effectively our scan targets, so we have 20 of them, with all sorts of different mountings, from traverse kits, small magnet mounts, large m...

1 year ago
Reply
RE: Precision Levelling

I'm a mechanical engineer with a background in field metrology, my daughter is a surveyor, we operate a small family business. 😉

1 year ago
Reply
RE: Precision Levelling

Customer expectations can be painful. I suspect other companies are telling the customer they can achieve 2mm, or have told them that. Leica's P40 ...

1 year ago
Reply
RE: Precision Levelling

SALSA, we have a customer that uses Starnet, we wrote software to convert target observations from Trimble jobxml and Topcon scan project files to SAL...

1 year ago
Reply
RE: Precision Levelling

We choose CORS reference stations with atomic clocks, these are also fiducial coordinate sites, fixed in our LSA. Our receivers don't have atomic clo...

1 year ago
Reply
RE: Precision Levelling

@johnymal Are you also performing the scanning, or just the control network?

1 year ago
Reply
RE: Precision Levelling

@johnymal That's right, we were on site for 5 months, it was a big job. Two to three weeks will still get you good accuracy, but we're talking 4 to ...

1 year ago
Reply
RE: Precision Levelling

@landbutcher464mhz Better vertical accuracy

1 year ago
Reply
RE: Precision Levelling

The SMR prisms have 0.1mm centring accuracy, the precision tribrach carrier adds another 0.1mm of radial runout (I checked with a dial gauge). The S...

1 year ago
Reply
RE: Precision Levelling

@johnymal We'd visit the GPS stations each morning to check level and over point. AUSPOS can process a week of observations, so we'd grab that dat...

1 year ago
Reply
RE: Precision Levelling

@johnymal Sounds like a job we did last year for a client, it was a big job for scanning, about 1.2 km long (0.72 miles), they had a scanning stand...

1 year ago
Topic
2 years ago
Forum
Replies: 0
Views: 1010
Reply
RE: looking for a tripod for 1956 K&E transit

I don't have a tripod, but there's a photo of it on page 11, showing cross slides. K&E originally was painted in a crinkled green paint, so yours ...

2 years ago
Forum
Reply
RE: Scanning Manhole Inverts at Scale

Well you could put an RTK or prism on the top of something like this and a prism at the hole for a backsight. Make sure it's plumb of course. It has a...

2 years ago
Reply
RE: Combining Total Station, GNSS & Levelling data

Be good to see this scanner in your lidar shootout, to demonstrate the difference least squares makes (with and without). I can share a copy of our s...

2 years ago
Reply
RE: Combining Total Station, GNSS & Levelling data

Our customer has a threee year old least squares adjustment of an Airport runway, there has been some subsidence, he's planning on using horizontal di...

2 years ago
Reply
RE: Combining Total Station, GNSS & Levelling data

Great video. Just yesterday, I modified our in house software to translate Topcon GLS scanner prism target observations into Star*Net .dat format, fo...

2 years ago
Reply
Reply
RE: How do you combined data types (TS/GPS/Level)?

I can show you a small job if you like, it's fairly simple. The hardest part is entering covariance matrices from Sinex files.

2 years ago
Page 3 / 11