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Drainage and Utilities

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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

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

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

Enable hydraulic analysis for referenced files

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...

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...

Add profile annotation location option for annotating conduit description only once

If a conduit is perfectly straight, then it is easy to put the description once in the middle, but if the conduit has any bends then each segment gets annotated. Adding an option for annotation frequency with location controls would fix this.
over 2 years ago in Annotation / Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

Add the ability to place banks of conduits.

Electrical and Communications conduits are usually placed in banks of multiple conduits of say 12 conduits which may be of different sizes.
almost 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 0 Future consideration

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

Needs ability to set RIM Depression Depth

Needs ability to add RIM Depression Depth with elevation (ground). Currently we can only set the Elevation (RIm) but not any depression value.
over 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer 1 Future consideration

DU RIM Elevation calculated from Ground Elevation offset

The RIM Elevation is a stagnant number once you enter an elevation it does not update in relation to any surface changes. RIM Elevation would be better suited for use if it can be defined with an offset. Another field would be needed: RIM Depressi...
over 2 years ago in Drainage and Utilities / OpenRail Designer / OpenRoads Designer / OpenSite Designer / User Interface 0 Future consideration