The name of the nodes are defined at placement by the selected Feature Definition. It's common for it to be changed during the design process. For these cases, all altered nodes must be manually renamed. This usually is done through selection or u...
Separate 3D line and 3D object for pipes to different levels.
In Drainage & Utilities, the 3D line and the 3D object for a pipes(conduit/link) is placed on same level. It would be great to have them on different levels - also because it can be a demand from from clients in Denmark, that the line is place...
DU conduits external wall controled by Feature Symbology
We have the option to define a template to pipes external walls, but only through the feature definition. For all other elements of the pipe, OR allows for feature symbology. From my experience, symbologys work better and are more constant.
Automatically adjust structure Hight to include pipe thickness
it would be more accurate to calculate the structure Height if when a pipe is connected to a structure that the bottom base slab was adjusted to be below the wall of the pipe. this would also make the 3D model look better.
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...
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...
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.