We have been told that the ESRI software does not calculate the correction from HAE to MSL. We have also been told that people are, indeed, using this equipment configuration to do so. And it seems like it should be poosible.
Below are the instructions to convert the HAE to actual elevation transformation from the data obtained from high accuracy GPS using Collector. I have assumed the following:
Now lets get to the actual transformation of the 2D data stored in ArcGIS Online (AGOL) to 3D data with the correct elevation data.
Click on the Current XY box then select:
Geographic coordinate system > North America > USA and territories > NAD 1983 (2011)
Click on the Current Z box and select:
Vertical Coordinate System > Ellipsoidal-based > North America > NAD 1983 2011
Geographic coordinate system > North America > USA and territories > NAD 1983
Vertical Coordinate System > North America > NAVD 1988
Select NVAD 1988 even if you want ftUS. It is not possible to directly translate to NAVD88 (height) (ftUS)
If you need to convert the elevation data to US Feet, continue with the following. If you only need elevation in meters skip this step. This step is only converting the NVAD 1988 in meters to NAVD88 (height) (ftUS)
Vertical Coordinate System > North America > NAVD88 (height) (ftUS)
One last step.
I hope this helps you with adding the elevation data to your data. As noted previously, please double check the coordinate system your GPS is running on. This is critical for accurate translation. You can also select a different output coordinate system if I assumed the incorrect system. For example we output to a projected coordinate system rather than a geographic system. So we set our Output Current XY to Projected coordinate system > State Plane > NAD 1983 (2011) (US Feet) > NAD 1983 (2011) StatePlane Ohio North FIPS 3401 (US Feet). This will return Northing, Easting and Elevation, rather than Lat, Long and Elevation.
I moved my reply to your new question here and will continue our dialog. Below was your last reply:
Don Rodgers @ Lance Cole on Apr 3, 2019 7:47 AMLance, thank you for your quick and thorough response. I can clearly see that your knowledge base and experience far exceeds mine, but I will try to keep up.In response to your follow-up questions:When I say NAD 83 I mean that the Seiler Rep who walked me through the Trimble R2/ArcGIS Collector setup had me enter NAD 83 2011 as the GNSS Coordinate system and as the "to" system in my Datum Transformation box in my Profile. All the data that our organization stores on our in-house databases is NAD_1983_StatePlane_Indiana_East_FIPS_1301_Feet.On the vertical data I ultimately want my data to be in US Feet.With respect to metadata fields what I have done is to add metadata fields to a published Feature Service Layer and then added that new Feature Service layer to my Web Map. I have attempted to Configure a feature service to store GPS metadata. The obstacle that I encountered is that the instructions indicate that I should add field names to my feature attribute table and these field names are longer than that field will accept.
Lance, thank you for your quick and thorough response. I can clearly see that your knowledge base and experience far exceeds mine, but I will try to keep up.
In response to your follow-up questions:
When I say NAD 83 I mean that the Seiler Rep who walked me through the Trimble R2/ArcGIS Collector setup had me enter NAD 83 2011 as the GNSS Coordinate system and as the "to" system in my Datum Transformation box in my Profile. All the data that our organization stores on our in-house databases is NAD_1983_StatePlane_Indiana_East_FIPS_1301_Feet.
On the vertical data I ultimately want my data to be in US Feet.
With respect to metadata fields what I have done is to add metadata fields to a published Feature Service Layer and then added that new Feature Service layer to my Web Map. I have attempted to Configure a feature service to store GPS metadata. The obstacle that I encountered is that the instructions indicate that I should add field names to my feature attribute table and these field names are longer than that field will accept.
I will update my original answer later tonight to reflect the additional information you just provided. The first step you need to complete is getting your Trimble R2 parried with collector and pushing the correct data to ArcGIS Online (AGOL) database that is configured for GNSS data. Please take a look at Record GPS metadata for Classic or Prepare for high-accuracy data collection.
It sounds like your Trimble unit is configured to use a geographic coordinate system of NAD 1983 (2011) and a ellipsoidal-based, vertical coordinate system also of NAD 1983 2011. This is common for this type of system. Once you have the data configured in your database, Collector will store the "Raw" GPS data from the unit in the Latitude, Longitude and Altitude fields for each point collected. What the process described above does is take that raw data in GCS_NAD_1983_2011 / VCS: NAD_1983_2011 and using the tool "ProjectZ" creates new feature class of 3D points in NAD_1983_StatePlane_Indiana_East_FIPS_1301_Feet / NAVD 1988 (meters). You then run a "Project" tool of the data to convert the NAVD 1988 in meters to US Feet and "Add XY Coordinates" to display the Northing, Easting and Elevation data in the attribute table.
Lance, it looks like I may need tab-by-tab navigation help to locate the Current ArcGIS Coordinate System Data on MyESRI.com
City of Greenfield
On my.esri.com go to:
My Organizations > Downloads
Select the "View Downloads" button next to either ArcGIS Pro or ArcGIS Desktop
Scroll down to the Data and Content section
Click the Download button next to "ArcGIS Coordinate Systems Data"
Mine is showing the current version being 10.7.167057
Your my.esri.com page may be slightly different depending upon your licensing but this should get you close.
Lance, it appears that I may need a more basic level of instruction.
Beginning with "Open ArcGIS Pro and load the original AGOL data into a map." I started a new project in ArcPro. I added a file geodatabase feature class from another ArcPro project that I confirmed contained several features.
Next I right-clicked the name of the feature class that appeared in the Contents page and clicked Data>Export features. Then I clicked the Run button and received the empty output warning. Since it was a yellow warning and I did not know what else to do I ignored the warning and continued.
When I run the Project Z tool I get to the part where I confirm the X,Y and Z value fields and, as you probably anticipated, I only see the Object ID and Shape field choices. This indicates failure to me and I am now stuck.
I can make web map and collect points. It seems like I do not understand how to get point features into an AGOL file that I can add to my ArcPro project so I can then run the Project Z tool.
I can emphasize with you. I think it took a few months to get everything working on our collectors, AGOL and Z conversion.
I had assumed you were collecting data to a GNSS enabled map you had published on AGOL when using Collector. Is this correct? If so, in ArcGIS Pro you can open the data stored in this published map and copy the data to a local GDB. You can also logon to AGOL and export the data from there as well. The screen shot below shows a new blank map in ArcGIS Pro and I am adding the data from our AGOL survey map.
To add the data form AGOL:
On the Map Tab Click - Add Data
Go to Portal > My Content and navigate to where your collector data is stored on AGOL
This adds the collected data to your map so you can then perform the export to a GDB as a copy
You can also go to AGOL and export the data as a GDB from there and skip this step. you would just need to add the feature class from the exported GDB to your ArcGIS Pro session.
Lance, one of my colleagues and I sat together and worked through the instructions that you provided and the collected data is still not displaying the correct elevations. We have concluded (if we are qualified to do so) that we need to begin with a basemap that is on the correct projection and datum configuration and a Arc Collector profile that matches.
Are you using a custom basemap or one of the basemaps that ESRI supplies? Also the Collector profile template does not seem to allow for a vertical datum. Is that a correct and relevant observation?
Correct, Collector does not work with vertical datums. Additionally, the base map does not impact the raw data. This is why you must use the raw data from your GPS that is stored in the Latitude, Longitude and Altitude attributes when points are collected to AGOL to create the 3D points and transform them to the coordinate system you ultimately need. I believe these are store in the raw data format or configured data formate for all GPS units. You may want to confirm this with Trimble, as we are using the Leica product line for our ArcGIS Collectors. It is my understanding some GPS manufactures are providing full horizontal and vertical datum support but this is not via ArcGIS Collector but rather the apps provided by the GPS manufactures such as Arrow and EOS that integrate with collector.
We we have our profile configured as shown below to work our State VRS system and post the data to AGOL as each point is collected in the field. We work through the process we have been discussing to generate our survey points for internal use to the accuracy of the instrument. Our GPS receiver and State VRS are using GSC NAD 1983 2011 and we use the ESRI default for AGOL of WGS 1984 Web Mercator Auxiliary Sphere as our map coordinate system. The transformation is the default Collector recommended for this paring.
You may need to take a step back and insure you have your database configured, have added the GNSS enabled fields and have it properly published to AGOL to be collecting the correct data. This must be working before you can even think about performing the transformation on the data. You also need to be sure your GPS software is also properly configured in conjunction with Collector. I am not going to be much help with a Trimble unit, as noted above, we are using Leica.
Also, do you have RTK enabled and configured for your GPS. This will substantially affect the performance of your R2 unit. That sounded like something out of “Star Wars”.
Sorry, I currently only have a few moments to respond but can provide additional information later this evening, if needed or you have more questions. This was not an easy process so please do not feel you are not qualified. There are just a ton of variables that all need to be inline for everything to work. Once it is working, it is great.
1) make sure your GPS is configured correctly and you are received the correct data, including RTK outside of Collector
2) make sure the GPS is correctly communicating with Collector.
3) is the correct data being posted to AGOL with the correct GNSS data
4) the data that is being returned back from AGOL is correct.
5) post processing is correct and using the correct transformations.
Retrieving data ...