ARP Height: ARP vs Zero OPUS Correction?

Sidebar Geek Topic - So, one OPUS evaluation was done at ARP height of zero, and another one at measured ARP height. Question is could the measured ARP height be corrected and determined by comparing both tests?

OPUS: If ARP HGT = 0.0, OPUS solves for the position of your selected antenna’s reference point (ARP).

Example: Ellipsoid Height

495.642 OPUS at zero [phase center calc corrected]
494.025 OPUS at ARP HEIGHT set to 1.630 meters

1.617 mm [subtraction]

1,630 mm [ARP entered value in OPUS]
1.617 mm

So, a 13 mm difference, which might be added to measured ARP height.

I wonder how CORS finds their correct ARP height? I do know that “NGS uses two weeks of data to ensure that any new station is stable in all three positional components (latitude, longitude, ellipsoid height) before they will allow the station into the network.”

Technically yes, but consider the error in the computed position in both horizontal and vertical components and what the APC is for the particular antenna. There is actually two different APC for the L1/L2 frequencies.

There’s no way to accurately determine the ARP in the method you’re trying to use.

Physically measure the ARP.

See Antenna Calibrations

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I used the calibration info here, and here 3.3 FORMAT OF INDIVIDUAL ANTENNA CALIBRATIONS indicates the second line in the calibration info gives the distance for “mean antenna phase center relative to the antenna reference point (ARP),” which here is 61.7mm

I crunched the numbers, and they suggest the “true” ARP height could be determined via two different OPUS evaluations (Zero & ‘measured’ ARP).

Considering CORS have been located on tall buildings/etc., I must assume there is another way to double check the “measured” ARP.

thx

The individual CORS antennas typically use a “0” ARP (bottom of mount point). You still have to consider the error in the computed height of position. OPUS is not perfect, no system is. There are many errors to consider. I’m sure you have read

and

Even in the CORS themselves there is error uncertainty. Select any station from the above link and you’ll see the error uncertainty in the computed position at the ARP. Have you also considered plate tectonics ? That’s why the CORS positions are fixed to the current epoch time NAD83 (2011) EPOCH 2010.000

Earth rotational effects also have an effect on error

https://www.iers.org/IERS/EN/Home/home_node.htm

Have you also considered subsidence of the measured point ? Many CORS also take this error probability into account. Consider the plate movement in the western regions of the USA

You can verify the CORS positions by post processing individual baselines between them. NGS does this on an hourly basis I believe. I sometimes do this myself out of curiosity; a good commercial or institutional post processing software is required.

Determining a points position even with long term observations (days, months or years), there is uncertainty in the computed position, not to mention the physical determination of the ARP.

Why introduce another error of uncertainty ?

Physically measure the ARP in both feet and meters if you are determining a physical ground mark

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Via email, I’m assisting a newbie on how to setup his RTK base station, which was originally setup at zero ARP by streaming NTRIP from a CORS like quality base station some 20km away. After crunching OPUS results (with and without measured ARP, and with/without antenna-name), I realized I could synthesize a better ARP.

Yes, I know this is an ‘off the chart’ evaluation, but for what ever reason, it appeared to work out mathematically, this time:-).

Thanks…

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[quote=“EBE111057, post:5, topic:41917”]
The individual CORS antennas typically use a “0” ARP (bottom of mount point)[/quote]

Tidbits

When a position for a CORS is computed or published, it may be expressed either directly for the antenna phase center or for a nearby monumented point and an offset from that monumented point (for example, this information might be given by the position for a mark located directly beneath the antenna and the height of the antenna above the mark). Although the position of the antenna itself is usually of most interest, a permanently and stably monumented point of reference should always be established and the offset to the antenna determined.

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As far as determining a new position for a ground mark and/or passive control station, use of the NGS reference ARP mark (“0” in most cases) prevents confusion in using the CORS APC in commercial post processing software.

Antenna ARP of “0” from CORS are a physical mark and have published coordinates. In many cases if the CORS ARP is physically visible from the ground, a reference mark position can be determined from trigonometric means; i.e. by using a Trimble S6 robot.

Antenna “0” ARP’s are part of the NSRS passive control mark inventory.

Note that the ARP usually corresponds to the center point on the bottom of the pre-amp on the CORS antenna.

We supply 2 positions for our CORS users: the L1 Phase Center (L1PC), and the center of the bottom of the antenna which we call the antenna reference point (ARP). We supply these positions in 2 reference frames, NAD83 (2011,MA11,PA11)epoch 2010.00 and ITRF2014 (epoch 2010.0) . We do not use the WGS84 to position points.

Cite Here

Sidebar Topic

The longer the baseline between base (NTRIP station) and rover, the lower the resulting accuracy. Uncertainty increases by ~1 mm per
km distance on top of the ~1 cm initial uncertainty

Ok, using a CORS like base station with rover (farm RTK base station) at some 20 km distance at 240° compass direction, and with only one OPUS evaluation, I found a deviation of 27 mm in latitude, and 2mm in longitude, with respect to the rover.

Trivial…any finer details on this topic?

ARP is normally the center point of the lower physical mounting surface, and not related to any internal component.

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Although there’s no drawing available of Emlids equipment provided in the NGS antenna calibration database, the ARP for the RS2 and others is the BAM (bottom of antenna mount)

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My cited sentences referred to CORS quality antennas

See: Cite Here

That’s irrelevant, same answer.

Even your own NGS source link confirms: “…the center of the bottom of the antenna which we call the antenna reference point (ARP).

Here’s my CORS Zephyr Geodetic 3:

And my Zephyr Geodetic 2:

And my Zephyr 2:

No prizes for guessing where the ARP is on each one

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If using a Windows desktop/laptop computer, the find command (CTRL + F) could be used with ARP inserted for searching NGS FAQ
My socks are white, I just cited the source.

Btw, on my second inquiry about baseline accuracy in terms of why latitude was affected the most, but not longitude, I did find this tidbit info below, but just the generic explanation. Another loose end…

Real-time kinematic positioning

Understanding RTK Accuracy and Its Dependence on Distance from
the Base Station

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As I’ve said many times before, short baseline observations are your friend. Also, closed loop GNSS traverse’s are our buddies also.

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My focus: Understanding why Lat result (27mm; textbook explanation) was not in sync with Long result (2mm deviation) on this 20km baseline.

Does Lat always deviate more than Long…if so why?

Textbook example
Horizontal Accuracy = 0.8 cm + 1 ppm × Distance

I found this [textbook explanation) to be true for Latitude (27mm deviation: OPUS evaluation), but not true for Longitude (2mm deviation).

LAT: 0.008(m)
W LON: 0.002(m)

I’ve had the 1st edition from my college years.

This explains everything

RE: “Suitable as an introductory textbook for graduate students as well as a reference for scientists and engineers”

Well then, one more time explaining this trivial example in regards to RTK Accuracy and Its Dependence on Distance from the Base Station.

Rover obtained its coordinates at 20km distance from a CORS like base station (240° compass direction from each other) via NTRIP.

Rover using a calibrated antenna determined its coordinates (XYZ & ELL) via OPUS showed expected textbook value of 27mm offset in latitude, but longitude had 2mm offset.

Why don’t latitude and longitude have similar numerical offset values?

If you read the book, it will explain everything, the earth is not a perfect sphere.

Rote learning (teaching what is needed for book’s focus) is very common, and finer details are omitted (and even an author may not be aware)

The Textbook example given below is a generalization, just making a student aware; it does not say this is true in both planes.

Horizontal Accuracy = 0.8 cm + 1 ppm × Distance

I found it true in latitude, but not longitude.

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Basically I’ve learned most of geodesy in college and from my dad, however this book really opened my eyes and was a birthday present from him.

It expands a lot that wasn’t fully explained in college and also work related astro/GNSS use for geodetic networks.