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geeoddmike
geeoddmike
@geeoddmike
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Joined: September 19, 2010 1:58 pm
Topics: 188 / Replies: 1368
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RE: Which height from the NGS data sheet should I be using?

Howdy,Not sure why NGS shows the computed value of H at this point to the nearest tenth of a meter. It is computed from h and N. The computation did u...

13 years ago
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RE: Lambert Conformal Conic Projection

Seebr>Take a look at the dimensions of the cone and the dimensions of the zone.HTH,DMM

13 years ago
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RE: Anorak/Mt Cook survey

AorakiBlasted spell check.My last visit in 2009 included a day with Professor Hannah at Otago. They have an excellent program. Impressive work being d...

13 years ago
Topic
Replies: 2
Views: 417
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RE: Survey of Washington Monument by NGS

The 1930s survey used a Parkhurst theodolite. See:

13 years ago
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RE: Survey of Washington Monument by NGS

GPS Total Station surveying tool?See:br>Or GPS mounted atop total station == GPS total station

13 years ago
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RE: Which height from the NGS data sheet should I be using?

Howdy,As others indicate, carefully review the datasheets for points of interest. They contain a wealth of information. Included are a number of diffe...

13 years ago
Topic
Replies: 5
Views: 581
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RE: NGS Linetool

When I worked for NGS in a non-HQ office I frequently had problems accessing resources. The IT folks and especially the IT security folks made access ...

13 years ago
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RE: NGS Linetool

Howdy,Most likely it is an orphan. Without external urging for its adoption, it will mostly likely be lost to users.Contact the NGS information center...

13 years ago
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RE: Ellipsoids, Datums, and Geoids

FWIW,Interesting discussion. Like other posters, I find the questions not suited to short responses. I provide yet more links but also some definition...

13 years ago
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RE: Update GLONASS monitor stations nixed

What about the NGS Foundation CORS initiative?See:

13 years ago
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RE: Update GLONASS monitor stations nixed

What Is Needed Are IGS GNSS Stations +Lest it be thought that efforts along these lines are not underway, see

13 years ago
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RE: New TV Commercial > US Army Surveyors

Is this the commercial you mention?Perhaps it was a spell check problem?

13 years ago
Topic
Replies: 4
Views: 917
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RE: Large Difference In Geoid Height

Examining the data for the point you specified indicates that there was no differential leveling associated with the site. As you note, the NAVD 88 he...

13 years ago
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RE: Ellipsoid and Datum Equations

Excuse the formatting problems. I timed out and copied this from the site.> > The coordinates of all the other control stations were calculated ...

13 years ago
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RE: Ellipsoid and Datum Equations

Sorry for the error. It is Appendix B.6. At risk of misunderstanding your question, the way national agencies worked prior to the modern period was to...

13 years ago
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RE: Ellipsoid and Datum Equations

For what it's worth,As posted by base9geodesy, NAD 27 coordinates were not determined with respect to the geocenter. Prior to the modern era of survey...

13 years ago
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RE: Carlson CA State Plane

Perhaps I misunderstand the problem but it seems to me straightforward. All transformations can be performed using NGS toolkit elements.Concert NAD 27...

13 years ago
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