SewerGEMS stores the results in temporary files after the calculation is completed and the final design files with the results are created only after clicking "Save". It would be useful to have an option for the model to save itself after the calc...

SewerGEMS software, and more specifically the Hydraulic Reviewer Tool, allows you to display pipe flow statistics, among other things. There is a tool to export this data to the model, which is described in detail in the "Results Export" section o...

SewerGEMS software allows you to display the results of calculating the flow rate through a conduit (instantaneous and maximum). However, it is not possible to display the minimum and average values Suggestion: Add "Flow (Average)" and "Flow (Mini...

Hello,In sewerGEMS, especially whem modelling dual-drainage system with gutters along the road, I'd like to request to get the max spread and depth results as a Property for gutters so it can be reported on in the FlexTable (without having to move...

Summary: Enable defining a calculation start time based on a time from start (can be > 24 hrs, e.g., T = 82 hrs), instead of a clock time (has to be 00 hrs to 23 hrs) (see attached figure). Model Setup Information: Our model has 7-day (168 hrs)...

Summary: There is an issue with the default hydraulic parameters when setting up a new calculation option, which can lead to erroneous fire flow results. The hydraulic parameter “Use Linear Interpolation for Multipoint Pumps?” should default to "T...

In summary, add a separate Individual Element Demand Shortfall (%) result to the Affected Customer Elements and Affected Nodes Criticality Results Tab. Include all Customer Elements and Affected Nodes that are below an Individual Element Demand Sh...

It would be helpful to have a global element symbology folder that allowed us to create a legend of Elements used in the model. You could also create a master table with nested Elements and/or Flex Table connection.

Currently, in order to determine one of the components of the Time of Concentration (Tc), ORD DU users have to jump completely out of the 'Catchment Properties' interface to determine the length and slope of the Tc element (since once you are in t...

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...