Problem: Manhole numbering is done manually according to the layout of main lines and branches, which is time-consuming and error-prone. Suggestion: Add a feature for automatic numbering of manholes based on the network’s sequence.
Problem: Pipe diameters and slopes in rural area codes depend on the width of the streets and are currently input manually. Suggestion: Enable automatic selection of pipe diameters and slopes based on the street width in accordance with applicable...
Problem: In preliminary design stages, the absence of topographic surveys forces designers to rely on Google Maps for drawing site layouts manually and extracting elevations using separate tools. Suggestion: Integrate Google Maps as a background w...
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...
Globally edit pipe material and associated properties
When globally editing pipe material in WaterCAD (using flextables -->pipe), the current option allows you to type in the name of the material, but the associated pipe properties are not updated. It would be convenient if you could globally edit...
Applicable to all CivilStorm/StormCAD/PondPack/OpenRoads Drainage products. It would b nice to be able to reorganize the scenarios (the ones on the same hierarchy level). Currently, the scenarios are organized in the order that they are created. B...
Customer Meter Associated Element - Physical Alternative as Default, not Demand Alternative
Currently it is extremely tedious to change the Associated Element of a Customer Meter Model Element. An unfortunate design choice during Customer Meter implementation into WaterCAD was that within the WaterCAD Schema this Attribute was assigned t...
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...
[Copy] Allow the road slope to exceed the gutter cross slope
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...