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Storm and Sewer Products

Showing 78

1 VOTE

[Copy] Connect a channel directly to an On Grade Inlet

It would be great if ORD had the capability to connect a channel directly to an On Grade Inlet to be able to calculate spread and bypass at the inlet. Currently the workaround is to connect the channel to a Generic Outfall at the edge of the inlet...

7 months ago in Storm and Sewer Products 0 Needs review

4 VOTE

SewerGEMS: Adding minimum and average flow rates through a conduit

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...

over 2 years ago in Storm and Sewer Products / SewerGEMS 1 Needs review

1 VOTE

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...

8 months ago in Storm and Sewer Products / SewerGEMS 0 Needs review

1 VOTE

[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...

8 months ago in Storm and Sewer Products 0 Needs review

1 VOTE

[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...

8 months ago in Storm and Sewer Products 0 Needs review

1 VOTE

[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...

8 months ago in Storm and Sewer Products 0 Needs review

1 VOTE

[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.

8 months ago in Storm and Sewer Products 0 Needs review

1 VOTE

[Copy] Calculation Summary ("Report") Improvement Suggestions

The calculation executive summary and calculation detailed summary would be improved by adding a time stamp near the date and file name at the bottom of the reports' pages. It would be helpful to be able to add a note to the reports describing tha...

8 months ago in Storm and Sewer Products 0 Needs review

2 VOTE

CREATING CUSTOMIZED USER DATA EXTENSION

Add some user defined output text output in user data extensions for Real(formula) option. For example: Let the Depth of structure > 2m, for this i want to show result " High Depth" otherwise "Correct depth" In existing methods, we can get only...

over 1 year ago in Storm and Sewer Products / SewerGEMS 0 Needs review

2 VOTE

StormCAD dynamic links to Civil 3D

For StormCAD it would be very helpful to also have a dynamic link between Civil 3D stormwater pipes and StormCAD pipes. We have to run two models essentially and there is a lot of translating data from one model into the other and time spend makin...

over 1 year ago in Storm and Sewer Products / StormCAD 0 Needs review