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Clever @DeanAnderson2 We are thinking of exposing it on the definition query UI... but you manage to find it using code. If you use a task you can have step 'n' create the Active Record and step 'n+1' run your python script to extract the Active Record.
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11-16-2021
11:38 AM
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In this session we tried to cover the variety of ways to enter measurements in ArcGIS Pro: 1. What is “COGO Enabled”? why did we switch from using text fields to double field type? Field formatting and display expressions. 2. Using ‘Show Only Active Record’ while entering data 3. Editing Constraints, dynamic constraints, COGO aware tools... 4. Traverse: a. Open and close traverse b. New traverse c. Shortcuts: quadrant bearing, tangency, chord and radial bearings, delta angle… d. Built-in calculator e. Setting closure tolerance f. Area and misclose ratio g. Traverse with missing information h. Help documentation i. Picking up from where you've left using trace j. Entering a natural boundary k. Adjustment methods l. Import/export ArcMap Traverse TXT file m. What’s new in 2.9? propagation of tangency n. Upgrading COGO values from ArcMap to ArcGIS Pro 5. Editing tips and tricks: feature template overrides, entering measurements in other editing tools 6. Ground to Grid correction 7. Where did this COGO come from? The COGO Type 8. Partial measurements 9. Lines with no measurements
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11-11-2021
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@DrewDowling There is no need to use geodatabase 'subtypes' - they might add unnecessary complexity. Subtypes are only needed when you want to apply different topology rules and/or different attribute rules (behaviors). To use a point as 'constrained' during LSA (Least Squares Adjustment) just set it as 'XYZ Constrained': Each control point belongs to a different class, which usually infers different accuracy: 1. Add a field called 'PointType' or 'class' and specify the class 2. Add an Attribute Rule calculation and assign a different 'XY Accuracy' for each class. That accuracy is used in LSA to weight the 'measuremetns' which are the XYZ coordinates. If you want to prevent a point from moving - set the 'IsFixed' field to 'Yes' (1). To learn more about LSA see help documentation. If you want to make sure the XY(z) coordinates match the geometry import some the shipped Attribute Rules - see the help documentation. The key to a good adjustment is good (input) measurements. For example - if all the measurements are inversed (from geometry) it makes no sense to expect LSA to converge to a better solution. Amir
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11-09-2021
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Hello Nadia, A Land Consolidation project consists of a few stages, namely current situation, reallocation plan and the new situation (+ sometimes compensation). Since the process is different from one country to another and is tied to the ownership (aka 'Parties' in LADM), it would be hard to come up with a rigid solution that fits all. The parcel fabric is suitable for collecting the current situation (with or without improving spatial accuracy) , then use versioning to examine design alternatives, publish relevant maps to stakeholders or publicly, and capture the new child parcels (parcel lineage) of the new situation. What type of land consolidation project do you have? agricultural parcels (long and narrow)?
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10-27-2021
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10-21-2021
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10-21-2021
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10-21-2021
07:53 AM
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@jcarlson Thanks for the answers and insights. "Merge Points is amazing for this kind of work, ..." thanks so much. You should notice performance improvement with ArcGIS Pro 2.9 and we'll try to make it even better in a future release.
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10-21-2021
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@jcarlson a few questions: 1. Why do you have so many points to merge? can you show us a screenshot of such an example? 2. Would it help if each point had a temporary number (1,2,3,...) that was also displayed as a graphic on the map to make it easier to select the correct point faster? 3. Would it help to also show the point's name in the grid (next to the OID) - if the point does have a name?
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10-21-2021
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@WileyBogren I am not aware of a tool to 'check attributes' and the error above might be specific to MS SQL Server. Ideas: 1. Submit a technical support case (just in case this is a bug) 2. If you know which field is the culprit, create another field of the same type in the source data and calculate the values from the source field. Values will either move over or you might have better error messaging to catch the offending value (rows). If all values calculate over, repeat the process and calculate back the source field. 3. Copy and paste the feature class in the file geodatabase and try to append it from the copied data. 4. Copy and paste the feature class from the file geodatabase to SQL Server and then try to append it from the copied data (MS SQL to MS SQL). 5. Long term. If you have a data flow make sure the source data has the same length or target field is longer than the source (e.g. if appending from a text field to a text field ), avoid using text field if they can be modeled as doubles or integers, use domains, use attribute rules to validate the data.
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10-18-2021
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