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element property interfacing upgrade

This feature should address pipes start/stop and not the manhole invert incase of a drop at the downstream manhole.
10 months ago in Storm and Sewer Products / SewerCAD 0 Needs review

Tool that identifies which scenarios are using a selected alternative

Using someone else's model? Using a model you created some time ago?And trying to figure out what's going on in the alternative structure?This would be a lot easier if WaterCAD simply told us what scenarios were using a selected alternative It'd a...
over 1 year ago in Water Distribution Products / WaterCAD 0 Future consideration

Add ft/100ft

Most jurisdictions do not allow you to go more than 400-600 feet between manholes. Most hydraulic books and schooling uses ft/100ft for that reason. Please add the option of having ft/100ft for slope of conduits as a reportable units.
10 months ago in Storm and Sewer Products / SewerCAD 0 Needs review

User-entered points on pump definition graphs

For pump definitions, any points specifically entered by the user should show up on the graph as points to differentiate from the calculated values. Also add a legend to the graph.
over 1 year ago in Water Distribution Products / WaterCAD 0 Future consideration

View total junction demand in the properties window

Be able to see total demand listed in the junction properties window or in the Flex tables without opening the demand collection.
over 1 year ago in Water Distribution Products / WaterCAD 1 Needs review

Enable input of TCV Control Opening Ratio Setting Type Actions

Enable the user to use the TCV Valve Characteristic Curves in Controls so that butterfly valves, globe valves etc. used as actuated flow control valves for level control in Tanks can be more easily modelled, and cut down on instances of users usin...
11 months ago in Water Distribution Products / WaterGEMS 0 Needs review

Saved hydrant flow curves should include chart formatting

When saving a hydrant flow curve in WaterGEMS, it doesn't save the custom formatting of the hydrant curve graph. If I create a hydrant curve and set the y axis to show intervals of 5 or 10 psi, when I save the curve and reopen it, the curve revert...
11 months ago in Water Distribution Products / WaterGEMS 0 Needs review

Angle Readout for Node Angle Flex Tables for Stormwater Nodes to be in Degrees, Minutes Seconds. Not Degrees or Minutes or Seconds.

Setout Instruments do not read decimal degrees. It is incorrect to specify angles in just Minutes, or Seconds
almost 2 years ago in Storm and Sewer Products / CivilStorm 0 Needs review

Add Pipe Status (Calculated) to Quick Graphs

This will provide a visual test to make sure pipe controls are working as anticipated and help troubleshoot model issues that may or may not be caused by pipe controls.
almost 2 years ago in Water Distribution Products / WaterCAD 0 Future consideration

Access to fields of different objects in one tabular table

In many cases, it is required to access a specific field of a pipe in node tables or vice versa
almost 2 years ago in Water Distribution Products / WaterGEMS 5 Future consideration