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...
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...
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.
It would be amazing if we could utilize our own grate spacing for calculating the head on inlets. KYTC has several grates that don't quite match with what is in the delivered system, and this may affect the depth of the head on the inlet.
At KYTC we like to show the vaults of drainage structures, in order to do that S&S drew them for us. ORD does that in 3D, however, we turn the 3D off when producing plans. It would help in the case that we could point to two cells (one that ma...
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Needs review