When starting a DU, OpenRoads creates a whole DU project inside the file and brings a lot of hidroly/hidraulic properties with it. That's fine if the goal is to run an analysis. But what if I just want to model a whole network and never run it? Di...
This would give us the ability to make our models more complete within OBM rather than having to either model using MicroStation tools or another software (ProStructures).
Automate the assignment of a node's sump offset based on largest connecting pipe's wall thickness
We are looking for a workflow where the Sump depth value can be set to the thickness of the "largest pipe" connected to a node. When the user places a node, if there is an option to set the sump depth to the thickness of the pipe, then it would au...
If ditches do become channel features, KYTC would need channels to then be able to attach to other node types besides headwalls since we have many conditions and locations where they outlet into inlets of various types.
Make it easier to manage longitudinal spread slope. It's nice to input the slope in the properties per node, but consider making it integrated to the gutters used during bypass flow drawing of gutters.
We create typical cross sections as part of our plan set. I've seen guidance from Bentley on how to use different parts of the 3D corridor model to cut cross sections in specific places and then use those cross sections as the typical cross sectio...
I would like to start using RM Bridge with shell elements for transverse analysis, however, I have just found out that currently it does not provide envelope results for shell forces, this is an essential tool for live load transverse analysis.
I have tried using the line integrals for shell elements in RM Bridge, but the results are not accurate by around 10%. This is not acceptable. I was told by Ana Carla that the linear integrals results come from Gauss points integration, but I do n...
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Needs review