it would be helpful to be able to analyze inlets that have slanted grates that are slanted in the direction of gutter flow. These grates are commonly used in DOT design as well as private applications. Please see attachment.

Hi Having a dedicated Report Period of discharge flow + volume and valve's opening degree graphs, will be very beneficial as I'm using SAVs quite often as a solution, and it's very popular in many territories. Thank you Tal

It would be great if ORD had the capability to connect a channel directly to an On Grade Inlet to be able to calculate spread and bypass at the inlet. Currently the workaround is to connect the channel to a Generic Outfall at the edge of the inlet...

In Portugal, as in several countries for where we work, maximum flow velocity in each pipe depends on its diameter. So that, as happens in SewerGEMS, velocity design constraint should be defined for each diameter, and should be a property of each ...

Customer Meters are not a valid Element to Split Pipes with and should not be output in the Network Navigator Review Pipe Split Candidates. Customer Meters only exist on the upstream end of 1 or 0 Laterals.

For enclosed storages that are undersized and are required to analyze the effects of surcharge, it would be usedful to have a field when created a pond, where you can seleect if the "pond" is enclosed and if you would like to account for surcharge...

Please make possible to assign SCADA signal with hydrant - for example for pressure. We are making very often measurements on hydrants and now if I would like to assign pressure records to hydrant I have to change hydrant to junction first. After ...

Currently, in order to determine one of the components of the Time of Concentration (Tc), ORD DU users have to jump completely out of the 'Catchment Properties' interface to determine the length and slope of the Tc element (since once you are in t...

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...

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 K...