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...
Staged construction is a very common construction methodology. The current process of modeling staged construction in OBM is to model each stage as separate bridges. This creates problems when modeling a steel I-girder bridge as the cross-frames b...
For large projects, we need the ability to have multiple engineers working on the hydraulic model. We can achieve this by splitting the pipe network into multiple files and creating catchments in separate files. Doing so causes us to lose the abil...
Bevel vertical face of stiffeners/connection plates at web
When the connection plates or stiffeners are placed, they are appearing half-embedded into the web with an equivalent gap on the opposing edge. For it to actually be correct, the plates should be beveled to match the vertical face of the web.
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).
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.
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Needs review