Problem: Extracting profiles and placing them on sheets with proper labeling is a time-intensive manual process. Suggestion: Provide an option to automatically extract profiles, arrange them on sheets, and assign appropriate numbers within the sof...

For EPS runs, SewerGEMS appears to only provide the "Percent Full (Maximum)" result for wetwells when using the "Explicit (SWMM Solvers)" Active Numerical Solver (under Calculation Options). As consulting engineers, we sometimes receive model that...

The required variables are user entered. None currently are retrieved from the model. Most variables are user defined. Slope and segment values could be populated from the model. We need a table or report for checking the calcs and for legal archi...

Currently, to allow CivilStorm (and I'm assuming StormCAD/PondPak) to integrate with ProjectWise, we have to edit an XML file following this guidance: https://bentleysystems.service-now.com/community?id=kb_article_view&sysparm_article=KB005824...

State agency requires initial abstraction ratio (Ia/s) to be 0.05 for RPv events. software assumes default value of 0.2, and the user can't change it. We need to have an option to adjust initial abstraction ratio for specific scenarios of SCS unit...

Most of our large customers are measured using smart meters which are present in our Scada System. Please add support for Scada Elements to connect to customer meters directly (demand & pressure).

Create a shape where the semi-circle is at the bottom of the channel in order to model a circular open channel section.

Currently I use ORD and have to use Civilstorm license to run SCS hydrology. I don't really need the full hydrograph for all projects. It would be to have get peak discharge using the stormCAD license inside ORD.

Missing step in quick start guide: In step 2, point 9 the lesson suggested that simply right-clicking in the drawing pane would let you add a reservoir. In reality, you needed to first click on the Pipe icon. After doing this, the right-click cont...

Some DOTs require input of an exact values for catch basin grate open area for orifice flow and catch basin grate perimeter for weir flow. ORD would consider these as calculated values, not inputs. These are not ORD outputs and are hidden from the...