Hello,In sewerGEMS, especially whem modelling dual-drainage system with gutters along the road, I'd like to request to get the max spread and depth results as a Property for gutters so it can be reported on in the FlexTable (without having to move...

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.

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...

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...

As it stands, I can make a new Engineering Library on a network drive to share with other users, but if I wanted to make that library the "default", I can't without having to make the change for each individual user.

The calculation executive summary and calculation detailed summary would be improved by adding a time stamp near the date and file name at the bottom of the reports' pages. It would be helpful to be able to add a note to the reports describing tha...

Setout Instruments do not read decimal degrees. It is incorrect to specify angles in just Minutes, or Seconds

In the "profile," it is necessary to present the "elevations outflow" of the pipe being represented, not the elevation of the bottom of the manhole. In situations where the pipe reaches well above the bottom, it is necessary to switch variables, w...