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john-nolton
john-nolton
@john-nolton
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Joined: July 2, 2010 8:08 pm
Topics: 27 / Replies: 536
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RE: Looking for special software

rfc, thank you very much for the help. JOHN NOLTON

10 years ago
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RE: Glasses for viewing laser beam (from distance laser meter) in outdoor palces

This is a new one for me. Usually people want glasses to protect the eyes from the Laser beam. I did a search on the internet "Laser Enhancement Glass...

10 years ago
Topic
Replies: 4
Views: 833
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RE: Javad LS?

Loyal I looked at Google Earth for the Wasatch Mountains. I see no problem. Peaks just above 11,000 feet; you say your work will have 700 foot change ...

10 years ago
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RE: US / Mexico Border

Erik Myers-nice picture of obelisk. What boundary marker # is it? (or Lat/Long) Mike Marks- also a very nice picture. Also what Bdy. Mon. # (or Lat/Lo...

10 years ago
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RE: Javad LS?

Loyal send me the Lat./Long (box corners) that you are working in so I can look it up on Google Earth. Send it to my e-mail address. JOHN NOLTON

10 years ago
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RE: Javad LS?

So Loyal; Have you forgot about Triangulation, Trilateration and Traverse. I guess you have reached the pinnacle- BUTTON PUSHER JOHN NOLTON

10 years ago
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RE: 2 point resection

imaudigger I am sure the equipment you used 16 years ago was different from today.When you go out to re-establish your control what equipment will you...

10 years ago
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RE: US / Mexico Border

Here in Arizona the border was surveyed with many monuments (over 40 for sure). I always wanted to search for some but caution always got the bestof m...

10 years ago
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RE: 2 point resection

imaudigger Lets see 16 years ago some points were set and a local coordinate system was put on them. Now you come back 16 years later and set on a unk...

10 years ago
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RE: 2 point resection

1st, this is NOT a 2 point resection. Look at any basic book on surveying to see what a 2 point resection is. 2nd, you have left out information for t...

10 years ago
Topic
10 years ago
Replies: 6
Views: 381
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RE: Head to Head tests

Loyal years back (33 years) the FGCC which is now FGCS (Federal Geodetic Control Subcommittee) started testing GPS equipment. In Jan 1983 they tested ...

10 years ago
Topic
Replies: 1
Views: 508
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RE: Can I use two NGS Marks for Azimuth "control"?

rfc thanks for posting the datasheet. I tried earlier but could not get it let alone print it.Look at the Laplace correction -3.80 seconds. Do you kno...

10 years ago
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RE: SPC arc to chord correction

Bill93 Sorry I did not see your post sooner. I have NO idea what the poster who calls himself base9geodesy is talking about. It looks like his memoryi...

10 years ago
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RE: Imagining the size of a second of arc

For: Larry Scott You say at 39 degree latitude, 1" of longitude is ~ 78 ft. Where did you get this number? On the Bessel 1841 ellipsoid at Lat. 39 deg...

10 years ago
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RE: Imagining the size of a second of arc

For: Larry ScottThanks for going to the trouble to post. I too would play with the subtense bar in the military in the 1960's , in my spare free copio...

10 years ago
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RE: Imagining the size of a second of arc

For: Larry ScottI just read your post and would like to comment on some things.1. Wild says that their "Precision invar subtense bar" accuracy is 25m...

10 years ago
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RE: Triangulation, and other forgotten skills

Did triangulation, traverse, and measured base-lines in Japan, Okinawa (now part of Japan ), Philippines and in the USA. Starting in 1962. JOHN NOLTON

10 years ago
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