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...
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.
Add the ability to calculate spread on two sides of a median barrier inlet
There are tens of thousands of barrier inlets on barrier medians throughout the US. Spread needs to be calculated on both sides, with the overall flow being added to the storm sewer system. Currently, the only way to do this is to create to halves...
Simplfy the Interface - How many "sizes" can there be?
Object Properties - Feature Definition of a pipe is top level, its description is a pick list of diameters (TxDOT), but Utilities Properties has three different locations. This complexity is unnecessary.
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...
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