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.
Need ability to define variable wall thickness on conduits
For box shaped conduits, we need to be able to define top, bottom and side wall thicknesses independently. This allows modeling of box shapes which correspond to physical construction.
Please include a tool similar to the Drainage Structure Analyzer from Inroads Storm and Sanitary. This tool is very useful for quick sizing without having to set up a model, especially with culverts and channels.
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...
Flow Arrow from High to Low Point for any Civil/Linear Geometry
In placing drainage node to the carriageway or kerb/curb lines in 2D plan, it is useful to show the flow arrow from high point to low point for the drainage engineer. Currently, the flow arrow is only available in "Terrain", but not civil geometry...
For the water supply project, in a situation where we have cast iron elements connected to the flange such as gate valves, hydrants, elbows, venturiers and plastic line pipes. There is no way to connect the two nodes directly through the flange. a...
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...
Openroads Drainage - HGL versus Headwater Analysis for Headwalls Inletting into a Storm Sewer System
Many times, a stream needs to be drained into a storm sewer system via a headwall. When this occurs, two analysis should be considered: The headwater at the headwall (the mechanics of the water getting into the pipe at the headwall). Generally KYT...
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.
Add the conduit table options similar to drainage for managing conduit sizes, materials, etc... Right now you have to input a conduit table for each utility type and can't import a table from utility to utility. Just need one set of tables to mana...