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base9geodesy
base9geodesy
@base9geodesy
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Joined: January 19, 2013 8:51 am
Last seen: May 28, 2026 2:28 pm
Topics: 18 / Replies: 236
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RE: Vertical Reference Frames

As both Cliff and Gavin have pointed out, maintaining a classical network of passive vertical control points (bench marks) is a losing proposition - n...

12 years ago
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RE: NGS reported Ortho hts

Don't forget that the change in the vertical will be accompanied by a new horizontal (geometric) datum more closely related to ITRF. On any OPUS repo...

12 years ago
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RE: NGS reported Ortho hts

You are correct, it's just a reference. As I mentioned previously it gives the surveyor some pretty good info as to what's going to happen and allows...

12 years ago
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RE: Datums

The actual definition would depend on the year the height was determined. In general whenever anyone references the "USC&GS" or even the "USGS" d...

12 years ago
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RE: NGS reported Ortho hts

GRAV-D is the process by which NGS is collecting the gravity data required for the new geopotential (vertical) datum to replace NAVD 88 which is curre...

12 years ago
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RE: Topo Quad Bench Mark question

Dale Benson retired over a year ago. I don't know if anyone is left there who know how to research these data.

12 years ago
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RE: MLLW from Tide Tables

I would highly recommend that you post your question to the National Ocean Service (NOS), Center for Operational Oceanographic Products and Services (...

12 years ago
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RE: Mark Eckl

Mark was a good friend and a great colleague. He will be deeply missed by those who knew him.

12 years ago
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RE: Conversion from NAD27 to NAD83

MightyMoe could you please post the PID of the station you missed by almost 6 feet, I'd like to take a look at that. Please also include the NAD 83 p...

12 years ago
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RE: Conversion from NAD27 to NAD83

Read the documentation linked by GeeOddMike. If you're using CORPSCON/NADCON the 2 sigman (95%) confidence for the transformation from NAD 27 to NAD ...

12 years ago
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RE: Distance between two lat/long points

Using the NGS INVERSE program

12 years ago
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RE: Vermont SPCS scale factor

Sounds like you're probably working on the western side of the state maybe in Addison County - Scale factors greater than 1 will be very common on the...

12 years ago
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RE: NAD83(2011)

If someone at NGS told you that NADCON was rubbersheeting they didn't know anything about the program. NAD 27 had significant amounts of regional dis...

12 years ago
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RE: NAD83(2011)

NADCON is the official datum transformation tool for the U.S. to go between NAD 27 and NAD 83. It has a standard deviation of 0.15m (.5') in the lowe...

12 years ago
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RE: State Plane Coords to Ground Coords

There's no such thing as WGS 84 (2011). I think you mean NAD 83 (2011). The current realization of WGS 84 is WGS 84 (G1674).

12 years ago
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RE: Datasheet Weirdness

This issue has been reported to the NGS CORS and database teams. Hopefully it will be resolved shortly. It is curious how this would happen since th...

12 years ago
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RE: Datum thread hijack

Based on an agreement with the Canadian geodetic survey, NGS does not provide access to control in Canada even if it was used in an adjustment. Canad...

12 years ago
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RE: Datum thread hijack

That was sad to watch. Phil should know better than that.

12 years ago
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