AI Assistant
Notifications
Clear all
base9geodesy
base9geodesy
@base9geodesy
Member
Joined: January 19, 2013 8:51 am
Last seen: May 28, 2026 2:28 pm
Topics: 18 / Replies: 236
Reply
RE: Geodetic Math Problem

Jerry - I solved for the triangle and get a slightly different NAD 83(1995) position from yours:Latitude = 41-41-00.19 NLongitude = 102-52-53.55 WNebr...

13 years ago
Reply
RE: Graham Marion

Gaham MarionThis is indeed very sad. I remember, or at least I'm told I remember that night very well. You would have been hard pressed to find a gr...

13 years ago
Reply
RE: Big Earthquakes Create Global-Scale GPS Errors

And So You Did, But It Is A Non-ProblemActually most of the eastern U.S. (east of western Nevada) is moving generally SW at approximately 1.5 cm per y...

13 years ago
Reply
RE: FEMA Hazard Mapping in Google Earth...AND Elevation Cert ?

I suspect that the FEMA contractors used just the existing leveled NAVD 88 control in the area to produce the maps. As noted previously the various g...

13 years ago
Reply
RE: FEMA Hazard Mapping in Google Earth...AND Elevation Cert ?

First note that GEOID12A is not a datum, it is a model that allows you to estimate NAVD 88 orthometric heights from NAD 83 (2011) ellipsoid heights. ...

13 years ago
Reply
RE: NGS Monuments/Data Sheet Question

Since the OPUS difference is almost exactly 1 m (0.975) and it's higher, I going with someone recorded or entered a bad antenna height as the most lik...

13 years ago
Reply
RE: NGS Monuments/Data Sheet Question

The 1992 date for the NAVD 88 height on the datasheet is the just the date when the adjustment was published, not when the leveling was performed. Fo...

13 years ago
Reply
RE: NGS Monuments/Data Sheet Question

Two questions. How much did the marks not check by? Where are these stations located?Much of southern Mississippi is an active subsidence zone. You...

13 years ago
Topic
13 years ago
Replies: 2
Views: 417
Reply
RE: Geodesy for Dummies?

You may find some very useful material in the NGS webinars --

13 years ago
Reply
RE: Spirit Mountain Peak Markers

While it was not the norm for USC&GS to not stamp anything triangulation disks back in the 20s, it was also not especially unusual. David is righ...

13 years ago
Reply
RE: Ken Sorrels

Ken Sorrels, VA LS 1780What a good guy. He was always working on something interesting. I will certainly miss him.

13 years ago
Reply
RE: Combined factor in projected transform

To simply perform a conversion from UTM to geographic position there is no real need to compute the combine factor. In the case you expressed you can...

13 years ago
Page 13 / 13