Currently, during an available fire flow run, if a node is unbalanced, a resulting available fire flow gets reported, which appears to be the result of the last iteration (even if the run is unbalanced). This can lead to an erroneous interpretatio...

It would be great if ORD had the capability to connect a channel directly to an On Grade Inlet to be able to calculate spread and bypass at the inlet. Currently the workaround is to connect the channel to a Generic Outfall at the edge of the inlet...

It is sometimes necessary to view the average flow through an element. It's a strange ommission that min and max flow fields are available from Results (statistics) group, but average flow is not.

Allow for hydraulic computations to use the peak flow from hydrographs and instead of the dynamic flows generated from the hydrographs. The software StormShed (which is an allowed software for design use by WSDOT) calculates the peak flow from the...

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...

The “Custom Report” tool does not have the option to change the page orientation on a per-table basis, and the entire report must either be landscape or portrait oriented (mix of orientations is not supported). Due to model complexity, it is often...

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...

Even though grate input parameters such as grate length, grate width, and clogging factor already exist, the resulting grate area and perimeter used in both weir and orifice calculations are not reported as calculation outputs. The end user cannot...

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.