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...

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...

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...

Most of our large customers are measured using smart meters which are present in our Scada System. Please add support for Scada Elements to connect to customer meters directly (demand & pressure).

Hi Bentley Team, HAMMER currently runs batch computed scenarios sequentially. For complex models with multiple scenarios this often results in computations running overnight or even over several days to complete a batch of several scenarios. If po...

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

Missing step in quick start guide: In step 2, point 9 the lesson suggested that simply right-clicking in the drawing pane would let you add a reservoir. In reality, you needed to first click on the Pipe icon. After doing this, the right-click cont...

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.

Some DOTs require input of an exact values for catch basin grate open area for orifice flow and catch basin grate perimeter for weir flow. ORD would consider these as calculated values, not inputs. These are not ORD outputs and are hidden from the...

My state agency commonly uses gutters with a 4% cross slope. The maximum superelevation rate is 7%. The gutter slope stays at 4% in this situation. Spread does not compute in this scenario because "A depressed gutter must have a Gutter Cross Slope...