Armin Vlahovljak's Activities

Pipe Annotation Labels

Armin Vlahovljak — Mon, 15 May 2023 12:55:24 GMT

What is the proper way to set up a pipe label text favorite? Currently I have it set up to read the element properties (Feature Name, Diameter, Material, Length and Slope). However the feature name changes after reannotation. For example, if a conduit feature name is P-400... the second time I reannotate it becomes P-401 or something different.

Civil Labeler - Terrain Slope

Armin Vlahovljak — Wed, 19 Apr 2023 21:28:01 GMT

Is there a way to create a label that reads the slope of a terrain between two points that are selected? The work arounds seem to be to annotate a line that is assigned a terrain, but this would be very inefficient if you have several slope segments to label.

Does it matter if conduits are placed selecting the upstream or downstream node?

Armin Vlahovljak — Mon, 27 Mar 2023 13:41:20 GMT

I have heard that conduits should be placed in the some direction as the flow. However, this creates an issue when I need to create a hydraulic run that is in the direction of my alignment for sheeting. The inverts appear to be mirrored where the outflow elevation is located at the inflow elevation.

What is the correct workflow for placing and annotating flared end sections to display correct flowlines?

Armin Vlahovljak — Thu, 02 Mar 2023 20:59:37 GMT

In the image below the Red dots represent the pipe invert elevation locations and also the flared end section invert elevation based on the node insertion point. However, the elevation at the yellow dot is the actual flowline elevation which is not represented in any properties of the flared end section node. As a result, the slope within the apron is 0% which would create an undesirable break point between the pipe and apron section. Is there a method for applying slope within the apron to display correct invert elevations?

Is there a way to calculate earthwork on only one side of your corridor (LT or RT) using cut/fill volumes? This would be helpful in scenarios where the staging is broken up in such a way that only certain lanes/components are built during a particular stag

Armin Vlahovljak — Mon, 20 Feb 2023 20:13:30 GMT

Is there a way to calculate earthwork on only one side of your corridor (LT or RT) using cut/fill volumes? This would be helpful in scenarios where the staging is broken up in such a way that only certain lanes/components are built during a particular stage.

Catchment Intensity does not update to the correct value after the rainfall IDF Table is selected for a given frequency.

Armin Vlahovljak — Tue, 04 Jan 2022 22:21:44 GMT

For example, my rainfall intensity should be 8.10 in/hr but in the catchment properties the value stays at 10.218 for all areas.

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Tue, 04 Jan 2022 02:09:32 GMT

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