Applicable to CivilStorm, StormCADD, and PondPack. Sometimes we only want to calculate the runoff generated by a catchment area. However, catchment areas do not calculate runoff unless a outflow node is specified. White it's not terribly difficult...

Right now the order of the categories in the Property Editor Tab is predefined by the software and it cannot be rearranged. This can be a nuisance when using smaller monitors or when there are a lot of properties to an element, where you have to s...

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 ...

In our sector of the company just me had the software watergems, so it would be awesome if we had a web-based model viewer just to share the results of the models, like pressure zones or headlosses. It would be an huge step for us, we also could u...

Sometimes WaterGEMS seems to have the most peculiar default intervals on graphs on the y-axis. I regularly see intervals of 0.63, 1.25,12.5, and 62.50. All of these tend to obscure the values I actually care about. I would much rather see interval...

It is not easy or intuitive for users to select the correct Feature Level based on their expected use of the software and we are concerned that the wrong daily use gets charged

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...

Establish a means to complete a spread analysis at points of interest which are not inlets. Example 1: Determination of spread width at the end of a barrier/curb where there is no inlet. Example 2: Determination of spread width at a change in shou...

Currently, you can only select times one-by-one, which is difficult when you have a lot of times to look at. It's useful to see where on the curve the pump is operating for the entire model run rather than need to select specific times.

Transient results for surge tanks, air valves, and pumps can be graphed and viewed under EXTENDED NODE DATA tab. Please add data for check valves (flow through, pressure difference, % closed) as well to this tab.