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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: Datum thread hijack

Bill93 is correct about the vertical. The "Project Datum" should be NAD 83 (and it's iteration). In Iowa that could be 1986, 1996, CORS96, 2007 or 2...

12 years ago
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RE: "Professional Surveyor" is dead, long live "xyHt"

The rebranding of Professional Surveyor is in no way intended to abandon the world of the professional surveyor, quite the opposite. This is an effor...

12 years ago
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RE: US or INTERNATIONAL FOOT

US "Survey" or INTERNATIONAL FOOTThe 2007 POB article is out of date. As I noted previously all but 4 states have defined a specific foot conversion ...

12 years ago
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RE: US or INTERNATIONAL FOOT

MA is a U.S. Survey Foot state. 6 states have legislatively adopted the International Foot for the conversion of State Plane Coordinates - Arizona, ...

12 years ago
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RE: I have great pleasure in presenting... THE Surveyor...

An another from New Zealand, Surveyor Thompson --

12 years ago
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RE: Help improve the next geoid model

The best way to find areas that really need GPS on BM observations is to download DSWorld and then using the PLOT option GEOID12A ACCURACY look for ar...

12 years ago
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RE: Corpscon/NadCon not functioning?

In reading your post a little closer I think you were actually using the NGS Geodetic Tool kit. First, since you already have lat/long you don't need...

12 years ago
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RE: Corpscon/NadCon not functioning?

My copy of CORPSCON is working just fine. The NAD 83 (1996) values I get for the first point are 41-43-21.50/69-55-40.94 and the second point is 41-4...

12 years ago
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RE: BeerLegger on Wednesday 1-22-14 @ 6pm in Salem, OR

BeerLegger Tentatively Planned for 1-22-14 in Salem, ORI will do my best to be there for libations and dinner.

12 years ago
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RE: NGS Datasheet Orthometric Height errors

Send a note to Mark Eckl ([email protected]) at NGS. He is in charge of the division that overseas adjustments and updates to both the horizontal an...

12 years ago
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RE: Ellipsoids, Datums, and Geoids

Dave, You posted lots of very good questions. If you (or anyone else lurking out there) would like to discuss these issues in greater detail call me ...

12 years ago
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RE: Large Difference In Geoid Height

Excellent, excellent post Mr. Mike.

12 years ago
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RE: NGVD 47

FL PART OF NGVD 29The level line connecting the tide stations at Cedar Key and St. Augustine was the most southern extent of USC&GS leveling at th...

12 years ago
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RE: NGVD 47

READING TOO FASTI read spledeus's post too fast. The U.S. Coast & Geodetic Survey/National Geodetic Survey often performed regional readjustments...

12 years ago
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RE: NGVD 47

The NOAA Center for Operational Oceanographic Products and Services (CO-OPS) updates the national tidal datum epoch (which includes MSL among other ti...

12 years ago
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RE: NGVD 47

Sorry I missed the link you provided. I find those confusing as well and I've worked with this stuff for decades. The difference from NAVD 88 to NGV...

12 years ago
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RE: NGVD 47

Unfortunately NGS does not identify which of the supplemental adjustments (1933, 1947 or 1956) the superseded NGVD 29 heights are related to in this r...

12 years ago
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RE: NGVD 47

What is the area you are working in? Do you have a specific NOAA tide station you are looking at? Also note that there is no such thing as NGVD 47. ...

12 years ago
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RE: Ellipsoid and Datum Equations

3. Is a point that is to be exactly on the ellipsoid called a "datum point"?The latitude and longitude of all points in a horizontal/geometric datum a...

12 years ago
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RE: Ellipsoid and Datum Equations

DMM's description is spot on. In the specific case of NAD 27 the coordinates for the origin station MEADES RANCH were actually derived by U.S. Coast ...

12 years ago
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