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...

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 ...

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...

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...

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...

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...

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

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...

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.