Latest Contributions by RichardDaniels

If you loaded Survey quality data as a table, then most likely you then used the XY event mapping to show the data. To make the layer permanent you would need to save as a Feature Class. If the layer is listed in the Legend Pane but is not displaying 'where' you expect, try right clicking on the layer and Zoom To to see where the data is actually being drawn. High probability that the layer projection for your data does not match of your base map. Again, convert to a FC to ensure the projection definition is saved. *if this is actually survey grade date ensure you have the correct survey accurate  Projection Defined (e.g., NAD1983 (2001) vs. just NAD1983). ... View more

Thanks for the hint! I built a new console .exe that now updates my <Data> tag, it is run by the Visual Studio Prebuild even. ... View more

ESRI did provide an ArcGIS Pro 2.9 to ArcGIS Pro 3 upgrade tool. However, there is no 3.3 to 3.4 tool to address known issues (e.g., help with Net 6 to 8 migration and changes in several Visual Studio internal tags, such as changes to the Runtime IDs from win10-x64 to win-x64). ... View more

So technically, it sounds like different versions of Microsoft Edge WebView2 Runtime (e.g. if you built against a static vs. evergreen install on your development machine) could result in different behavior or unforeseen compatibility errors. ... View more

Found an additional risk with multiple add-ins Implement AssemblyLoadContext for Add-In Isolation... - Esri Community ... View more

How about a simpler SDK tool that would automatically update the config.daml <date> tag during each 'Rebuild Solution' build?  <Date>03/21/2025 11:00:00 AM</Date> I would think the version attribute should be 3.0 for all ArcGIS Pro 3.x builds. ... View more

How many rows are calculated? for many Feature Services the maximum number of rows that can be returned by the query is defined in the service. ESRI default is 1000 rows.  To test, in Python suggest you do a loop or add code to 'chunk' the calculation by OBJECT ID or FID (i.e., calc FID 0 to 999 then repeat for 1000-1999, until your done. Then check and see if the null has been solved. ... View more

If you actually know the Condition for the button or tool then you should be able to use the Framework.Application.Deactivate("esri_mapping_openProjectCondition") command in code to disable the button. I do note this will also probably disable Name: Save Project Name: Save Project As ID: esri_core_saveProjectAsButton Condition: esri_mapping_openProjectCondition ... View more

So, the Access Database Engine installer being used for ArcGIS is actually for Office 2016, this is a helper driver for ArcGIS to access Excel and other Office files. What often happens is someone will open Access 2019 or 2022 AND this would Upgrade the driver on first use. This would then break the ArcGIS <-> Office 2016 driver. ... View more

Just one comment, have your considered using a Configuration? Tab visibility and order is one of the main reasons that capability is available/included withArcGIS Pro. ... View more

Hello, Generation of Water Surface and MHHWLT Layers: When working with water elevations the first step is to have a full understanding of the conversion of observed water level vs. topographic elevation. The land elevation will be based on a vertical datum above a geoid (NAVD88) while water elevation will be height above or below a known point (hopefully referenced to NAVD88 at a tide gauge). Based on that you will be able to determine the NAVD 88 height that equates to a given tidal elevation.  Incorporating the Impact of Tides: the answer to this is dependent on where your wetland area is. In the Pacific Northwest tides can be +/- 5 meters while in southern Florida tides are less than +/- 1 meter.  Recall that tide is just one part of the water height model and that all areas have the concept of Mean Higher High water. This means if you use a basic flood model based on a course DEM you will not have significant land loss until your modeled height exceeds MHHW. Once you exceed this threshold, unless you hit a cliff, is when you will see 'land loss'. Consideration of Sea-Level Rise: When determining SLR don't just throw on a 2 m elevation rise. You first need to determine the per/year regional trend in elevation (uplift vs. subsidence) to add or subtract to the 2 m value for your study area. Remember, the projections from the IPCC are Global', by accounting for your regional trend you will convert the global to a regional estimate that is valid for your study. Other considerations for your100 year period is how you expect the tidal estuary and wetlands to respond in your area. Will they gradually disappear with increased ponding as in areas of coastal Luisiana that is made up of silt/mud/clay OR will waves rework existing sand sediments and eventually build a barrier (could be a above water dune or a sand bar) that will reduce wave energy and the speed of land loss?  You can see, this is science so you can go as in-depth as you want. If you want VALID results even with the simple bathtub model you MUST address regional trends in elevation of the Ground before applying a "depth" to the model.  Last comment, in the past we often selected 0.5 m, 1 m, 1.5 m and 2 m because they matched with the elevation accuracy of the underlying DEM we were going to apply the SLR 'on'. For example, public DEMs produced prior to 2000 generally only have an accuracy of +/- 0.1 m at best with most being in the 0.25 m. range. The horizontal grid size selected also plays into the land loss projections (is it a 1 x 1 m vs. a 10 x 10 m DEM). ... View more

And the answer is:  FrameworkApplication.ActivateTab("My_Custom__Tab"); where the tab name is defined in your config.daml. Note there always has to be an Active tab in Pro.  ... View more

Some deep thoughts :-). Sounds like if one obtained an instance of a tool that had autoLoad="true" in the config.daml  you could use FrameworkApplication.DockPaneManager.Find(<My Tool>) to obtain the instance of the tool and then you should be able to get/set parameters -assuming the tool had defined methods in the default class that is defined in the config.daml.   At one point I was attempting to add thread level error checking (ErrorHandler_UIThreadException) to add-in #5 in load sequence and at run-time I received an error saying something along the lines of "unable to redefine error handler, one already exists in add-in #1". This public variable also caused a conflict: public static bool CheckForIllegalCrossThreadCalls = false; ... View more

Just remember that HK_Current User is just a shallow copy of what is in HK_Users. On my Windows 11 computer the Default user hive the ESRI folder only has an Updater subfolder...no keys regarding licensing. Computer\HKEY_USERS\.DEFAULT\Software\ESRI\Updater ... View more