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Drainage and Utilities

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

Circular Eccentric MH Feature Definitions Rotation Reference Point Addition

The insertion point for circular eccentric manhole feature definitions is at the center of the MH 2D top. When it's rotated, it rotates at that point instead of the center of the 3D base. Please create the ability to use the insertion point to set...
almost 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 2 Already exists

Annotations of values from different scenarios

DOTs require annotation of HGLs for different return period in same label. For now, this is not possible, values such as HGLs are relative to the active scenario.We need a way to be able to annotate Drainage & Utility fields from different sce...
4 months ago in Drainage and Utilities 0 Future consideration

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...

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

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

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...
almost 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Already exists

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

Utility Enhancements

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...
over 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer / Workspace 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.
almost 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Needs review