Current profiles in WaterGEMS are too flat for clear visualization of network issues. Engineering-style profiles would provide a detailed view, showing pipe sizes, fittings, and key hydraulic data. This would help engineers better understand press...

Catch basins have the following flow types that can be added: additional subsurface flow (cfs), known flow (cfs), additional carryover flow (cfs), external CA (acres), and external Tc (min). Manholes only have the option of known flow. Known flows...

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....

It would be nice to be able to enter and edit time of concentration information in a flextable format. Currently a separate dialog box must be opened for each catchment area to input Tc data for Tc computation. To review the inputs of the Tc compu...

Currently, if a pipe is split, say the pipe is P-10000, the new segments are P-10000(1) and P-10000(2). This gets really messy when a pipe is split multiple times. Add an option under Tools / Options to assign the split pipe label to the "Next" pi...

A tool that streamlines the iterative process of calibrating a model. Allows the user to input upper and lower values for parameters such as %Imperviousness, Dstorage, RTK, etc. The software would then iterate or use a genetic algorithm to assist ...

Problem: The spacing between manholes isn’t automatically related to pipe diameter. Suggestion: Allow the program to adjust spacing between manholes based on the pipe diameter.

Problem: Current population data from GIS is not automatically used for calculating wastewater flow. Suggestion: Integrate GIS-based population density data with hydraulic calculations, including projections for future urban expansion.

Problem: Network routing is based solely on the drawn layout, without considering road slopes or the optimal path. Suggestion: Introduce a feature that suggests multiple routing scenarios based on road slopes and shortest paths to the lift station.

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...