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7Parameter Bursa-Wolfe vs Helmert

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(@therock003)
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Whats the difference between these various types of 7parameter transformations? Basically these two keep coming more frequently

 
Posted : January 5, 2017 7:54 am
(@moe-shetty)
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isn't the comparison of Bursa-Wolf versus Molodensky-Badekas more appropriate?

 
Posted : January 5, 2017 9:32 am
(@bill93)
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According to this site:
http://elte.prompt.hu/sites/default/files/tananyagok/MapGridsAndDatums/ch04s03.html
The Bursa-Wolfe is a special case of the Helmert for very small rotation angles in order to simplify it.

And this one
http://home.hiwaay.net/~taylorc/bookshelf/math-science/geodesy/datum/transform/high-accuracy/
says:
The seven-parameter Bursa-Wolf transformation, which is widely applied in Europe, uses the same formula, but the meaning of the rotation parameters is different. It is a position vector transformation, meaning the rotation parameters describe the rotation of the point position with respect to a fixed coordinate frame. This is essentially the opposite of the coordinate frame rotation.
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And this one has more discussion including Moldensky-Badekas
https://kartoweb.itc.nl/geometrics/Coordinate%20transformations/coordtrans.html
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Hope that helps.

 
Posted : January 5, 2017 9:33 am
(@therock003)
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Definitely will read and come back with more fierce questions

 
Posted : January 6, 2017 12:47 am
(@moe-shetty)
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Helmert is a type of seven parameter transformation.

Bursa Wolf is a transformation that is based on a seven parameter model, and generally suits a very large network, as it's origins are global.

Molodensky Badekas is a different type transformation that suits a smaller network better, as its origins are locally based

 
Posted : January 6, 2017 1:45 am
(@therock003)
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-Ok, so 3-paramter moldensky is an archaic method, which later improved with the multiple regressions.
-7-Parameters introduced Helmert and Bursa-Wolfe*
-And Ten parameters is the Molodensky-Badekas which defines coordinates for the rotation points. Whats the need for defining rotation points, instead rotation angles just using center of datum rotations like the seven parametrs though?

*I still dont get the distinction. What does the following statement supposed to mean

http://home.hiwaay.net/~taylorc/bookshelf/math-science/geodesy/datum/transform/high-accuracy/

Bill93, post: 407533, member: 87 wrote: According to this site:

The seven-parameter Bursa-Wolf transformation, which is widely applied in Europe, uses the same formula, but the meaning of the rotation parameters is different. It is a position vector transformation, meaning the rotation parameters describe the rotation of the point position with respect to a fixed coordinate frame. This is essentially the opposite of the coordinate frame rotation.
----

 
Posted : January 6, 2017 2:53 am
(@moe-shetty)
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Helmert is a type of seven parameter transformation.

Bursa Wolf is a transformation that is based on a seven parameter model, and generally suits a very large network (emphasis added), as it's origins are global.

Molodensky Badekas is a different type transformation that suits a smaller network better, as its origins of rotations, shifts, and scaling, are based on the centroid of the coordinates of the sample set. My understanding (someone check me on this) is that a ten parameter transformation can allow for a transformation from coordinate systems of two different origins. For example, one that would use one country specific coordinate system into a substantially different country specific coordinate system. My understanding also, is that three of the ten parameters would be origin coordinates.

Now you have piqued my curiosity: describe what project now has you looking into the differences of these transformation types.

 
Posted : January 6, 2017 3:38 am
(@geeoddmike)
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(@geeoddmike)
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Also relevant to the use of Helmert transformations is the discussion of NAD27 to NAD83 in https://www.ngs.noaa.gov/CORS/Articles/Reference-Systems-Part-3.pdf

The development of NADCON was initiated was solve the problems. See: https://www.ngs.noaa.gov/PUBS_LIB/NOSNGS-50.pdf

The Helmert reference in the previous post was not exactly relevant but does provide some nice details.

I suggest you use Google Scholar for more detailed information than in the "regular" version...

 
Posted : January 6, 2017 6:31 am
(@mkennedy)
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Be careful about the usage of "Bursa-Wolf". Sometimes it means the coordinate frame version and sometimes the position vector version.

The one-liner on the differences between coordinate frame (CF) and position vector (PV) is that the signs of the rotation parameters are opposite. So to switch between the two, just change the signs of 3 parameters. If I can see the rotation matrix of the implementation, I know that position vector has a negative sign in the lower left (row 3, column 1, also 1,2 and 2,3) while coordinate frame has negatives in (2,1 and 3,2 plus 1,3). The US, Canada, Australia, NZ, and a few others used to use coordinate frame, while Europe usually used position vector. Canada recently switched to position vector because it's the IERS / IAG convention.

Edit: The equation on Chuck Taylor's site is the position vector version, so I think he's not quite correct in that section.

There's a simplified version on this page of a coordinate frame equation.

In a few places, a three parameter geocentric translation AKA Molodensky fits the two coordinate reference systems better than a 7 or 10 parameter.

Molodensky-Badekas (MB) moves the origin of the rotation of the coordinates to a point hopefully near the area of interest. This improves geometry when you solve for the parameters. It's similar to why the vertical component is less accurate for GNSS data. The origin is the center of the earth. so if the area of interest is a small area, a slight change in a rotation value will have a big impact.

It doesn't really matter if you the use the MB method when converting coordinates, Once the parameters are found, you can reduce the equation to the 7 parameters needed for CF or PV if you want, or the software you're using doesn't support MB.

 
Posted : January 6, 2017 1:01 pm
(@geeoddmike)
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Yet more relevant reading is http://earth-info.nga.mil/GandG/publications/tr8350.2/tr8350.2-a/Chapter%207.pdf
See especially section 7.2.4.3.1.

Also from DMA -> NIMA -> NGA
http://earth-info.nga.mil/GandG/coordsys/datums/standardmolodensky.html . - NGA page showing algorithms for "Standard Moloensky Transformation."

 
Posted : January 6, 2017 1:45 pm
(@moe-shetty)
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Each transformation having an intended application: Bursa Wolf for the very large networks, where the origin is set and computed from the center of earth, and Molodensky Badekas for networks that are smaller in footprint, where the origin is set and computed as the centroid of system A. Mathematically, I agree that a Bursa Wolf transformation on a small network might output some odd looking results, but that is more a factor of the quality of measurements than the quality of the transformation formula.

There are several flavors of transformations available, we are jiving on only a few of them.
Use the transformation that is right for your application, know it, test it thoroughly, etc., before you commit to one.

I am still hoping to know what is in the works for you to be deliberating on this subject. Do share.

 
Posted : January 7, 2017 4:51 am