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Drainage and Utilities

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Show Projected 3D Cuts when using the Project Run Tool

If we project the profile runs to centerline, we lose the ability to show the utility crossings generated by the 3D cut at the pipe centerline. We can add a 3D cut at the road centerline, but often the crossing utilities are not in the same locati...
over 2 years ago in Drainage and Utilities / OpenRoads Designer 0 Future consideration

DU: Only modelling workflow

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...

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...
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Already exists

Channels Attach to other nodes besides headwall

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.
11 months ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Needs review

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...
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

ORD Drainage - Show actual Tc versus Tc Minimum

Many times a calculated Time of Concentration is less than the minimum used for Intensity. When this occurs in a system of drainage areas (catchments), it helps a designer AND a reviewer to see what the actual Time of Concentration is at a given p...
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

SUDA - Spread Slope

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.
over 1 year ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Needs review

Ablity to connect two nodes directly by flange

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...
almost 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

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.

Make Grips Visible and Useable on 4k displays

When using Grips for Structures and Pipes - the grip blends too much into the background color, and on a 4K screen is TINY. The pipe grip is annoying to select (it only appears when I select the centerline of the pipe) but when adjusting or swapin...
11 months ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer / User Interface 1 Future consideration