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conrad
conrad
@conrad
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Joined: July 13, 2012 4:20 am
Topics: 18 / Replies: 497
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RE: GPS vs. GPS & Conventional Combined Adjustment

i must say i'm a bit thrown by this discussion. aside from having derived his relationship with the grid coordinate system (NAD83?) from just TXAU i'm...

10 years ago
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RE: Makes me wonder ...

this location isn't tripping any big alarms for me.

10 years ago
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RE: Trimble Geo Office Alternatives

ssorcbor, post: 347709, member: 1963 wrote: It may not meet the accuracy requirements you want but have you looked at AUSPOS? AUSPOS needs a minimum...

10 years ago
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RE: Trimble Geo Office Alternatives

mattb, post: 347670, member: 8629 wrote: Hi all, I am a Cadastral Surveyor in Australia. More and more I am using Fast Static (that's what we call it...

10 years ago
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RE: Newby Question on Tribrach Adapters

for those of you who have not done so, i highly recommend puling apart and studying survey gear that you have retired. it can be interesting and you m...

11 years ago
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RE: TRIMBLE S7 VS LEICA TS16

Gregg Gaffney, post: 345493, member: 1111 wrote: I have always heard that the Leica software can be intimidating but while there is of course a learni...

11 years ago
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RE: Tasmanian surveying

Richard, post: 342641, member: 833 wrote: BajaOR they are Eucalypts. That's not an uncommon size and grow a lot bigger.I've seen a stump 6 metre Ìü.Ye...

11 years ago
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RE: Least Squares question

Hello rfc, Short answer: no. Looks like you are doing something wrong/unexpected. If 1 is a fixed station why is there an error ellipse on it in the ...

11 years ago
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RE: Geometry/Math Problem

rfc, post: 328748, member: 8882 wrote: There are 4 points, (14, 13, 321 and 322): 321 wants to be where 14 is and 322 wants to be where 13 is.Coordin...

11 years ago
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RE: Statistics question

Bill93, post: 325253, member: 87 wrote: If you have a least squares analysis on 14 points, and you believe the 95% confidence intervals, then is it fa...

11 years ago
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RE: Total Station - Angle quality estimate.

TS-A and TS-B for Conrad> Why do I think that TS-A and TS-B have serial numbers whose first two digits and last two digits are identical?Ha ha ha. ...

11 years ago
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RE: Total Station - Angle quality estimate.

edits to Kent's dat fileHello DANEMINCE and Kent,Sorry if I wasn't clear enough. There are 9 different stations occupied.I ended up with the angle std...

11 years ago
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RE: Total Station - Angle quality estimate.

Not Enough InfoHello Paul,>Is it the same observer every time?>What is the sighting precision of that operator, a separate test that needs to be...

11 years ago
Topic
Replies: 23
Views: 1850
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RE: RTK and Relative Accuracy

Static Relative AccuracyHello Kris,> Pure poppycock. Static blows the total station out of the water at distances of 15 feet. Well you sure got m...

11 years ago
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RE: Busted RTK Survey

RTK deviations for Conrad> I imagine this has already occurred to you, but it would be interesting to derive the function describing the relationsh...

11 years ago
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RE: Busted RTK Survey

RTK thoughts for KentHello Kent,The manufacturers spec for the 1200 GNSS series is 10mm+1ppm for kinematic observations.The standard deviation of a si...

11 years ago
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RE: Busted RTK Survey

RTK deviationsHello Kent and gschrock,As RTK and RTN seems to be all the rage around here lately I thought I'd test the manufacturers spec. So on-site...

11 years ago
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RE: Excellent RTK Survey on Perfect Site

RTK experiences.Hello Kent,Just to add my experiences to the discussion. I have compared many direct and inversed RTK vectors with calibrated total st...

11 years ago
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RE: How to (Sort of) Set up a Total Station

> The obvious next controlled study will then be carrying the total station from point to point while affixed to a tripod slung over the shoulder. ...

11 years ago
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