Problem: It’s difficult to visually identify high and low ground areas during planning. Suggestion: Display natural ground elevations using color gradients to highlight high areas as potential starting points for gravity lines, and low areas as po...

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...

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...

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...

A catchment's subareas is ONLY accessible by opening the subareas collection. This limits the ability to streamline various workflows. At minimum sub areas need to be accessible from the following: Flex Tables - The current flex tables will only...

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.

It would be very useful to have a query similar to "Find connected" that stops at pressure zone boundary elements. The "Pressure Zone" analysis tool kind of does this, but a query that can do this on the fly from a starting element would be really...

Over the last few years we've transitioned from using single-day models to using models that contain week patterns (to take into account both weekend and weekday patterns). These models are usually based on a determinative actual week in the past....

export all element types at once to shape files

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...