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Max Velocity constraint variable according to pipe diameter

In Portugal, as in several countries for where we work, maximum flow velocity in each pipe depends on its diameter. So that, as happens in SewerGEMS, velocity design constraint should be defined for each diameter, and should be a property of each ...
over 1 year ago in Water Distribution Products / WaterGEMS 0 Reviewed

Bulk exporting of HAMMER profile results

When a HAMMER model has many scenarios, it would be nice to have a feature that exports all of the profile result data to Excel (for example to create summary profile charts that show the max and min hydraulic grade line for multiple scenarios, or...
about 3 years ago in Water Distribution Products / HAMMER 1 Reviewed

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.
about 3 years ago in Water Distribution Products / WaterCAD 0 Reviewed

Option to account for surcharge for enclosed storage

For enclosed storages that are undersized and are required to analyze the effects of surcharge, it would be usedful to have a field when created a pond, where you can seleect if the "pond" is enclosed and if you would like to account for surcharge...
over 1 year ago in Storm and Sewer Products / SewerGEMS 0 Reviewed

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
about 3 years ago in Storm and Sewer Products / CivilStorm 0 Reviewed

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.
about 3 years ago in Water Distribution Products / WaterCAD 0 Reviewed

[Copy] It would be beneficial to allow drainage designers to use graphical elements in combination with terrains to define time of concentration components

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...
over 1 year ago in Storm and Sewer Products 0 Needs Review

[Copy] ORD Drainage - Show actual Tc versus Tc Minimum

Many times a calculated Time of Concentration is less than the minimum used for Intensity. When this occurs in a system of drainage areas (catchments), it helps a designer AND a reviewer to see what the actual Time of Concentration is at a given p...
over 1 year ago in Storm and Sewer Products 0 Reviewed

[Copy] Openroads Drainage - HGL versus Headwater Analysis for Headwalls Inletting into a Storm Sewer System

Many times, a stream needs to be drained into a storm sewer system via a headwall. When this occurs, two analysis should be considered: The headwater at the headwall (the mechanics of the water getting into the pipe at the headwall). Generally K...
over 1 year ago in Storm and Sewer Products 0 Needs Review

[Copy] Add ability to set default Engineering Libraries for all users

As it stands, I can make a new Engineering Library on a network drive to share with other users, but if I wanted to make that library the "default", I can't without having to make the change for each individual user.
over 1 year ago in Storm and Sewer Products 0 Needs Review