Ideas

Showing 368 of 1442

Bioretention Underdrain Slope / Additional layer Options

Virginia specifications for a bioretention requires the underdrain to have a slope to it, but Infodrainage slope does not allow for this in the SWC bioretention SWC. Also, we sometimes have to place the underdrains in a trench below the storage la...

Jenna Woyner about 2 years ago in InfoDrainage / Hydrology 2 Already exists

8 VOTE

Include parts mapping files for the UKIE country kit by default.

Across the UKIE region many designers will use the UKIE country kit for building Civil3D models, instead of everyone making their own parts map files this could be an integral part of the data exchange between two Autodesk products, included in th...

Guest about 2 years ago in InfoDrainage / Civil3D Integration 1 Under consideration

3 VOTE

Cumulative Inflow Areas Against Junctions and Connections Results

In order to aid the quality assurance process that exists throughout drainage design, it would make life much simpler to have a cumulative contributing inflow area against junction summaries. Being able to sense check results with the contributing...

Guest 10 months ago in InfoDrainage / Reporting 2 Gathering support

7 VOTE

Add an option to automatically Refresh All graphs in the Report Manager after a new run.

Currently when you complete a new run you have to remember to hit Refresh All in the Report Manager to see latest results. The use-case for viewing old run results is rare, so having an option to automatically refresh all graphs and tables would b...

Grant Clemens almost 2 years ago in InfoWater Pro / Productivity 0 Gathering support

8 VOTE

SWMM Export from InfoDrainage

Certain authorities use other SWMM-based software for review purposes or as their city-wide model that needs to be updated. We need to export a SWMM file for more universal submittal purposes, even if InfoDrainage uses a modified SWMM engine.

Midori Patterson about 2 years ago in InfoDrainage / Data Exchange 3 Under consideration

6 VOTE

Junction Loss

There need to be more options for calculating junction loss. Having values for entry and exit loss isn't enough. Recommend HEC-22 and AASHTO at a minimum.

Guest over 1 year ago in InfoDrainage / Hydraulics 2 Gathering support

4 VOTE

Use outflow from one phase as inflow into another phase.

When working on large, multi-phase projects in InfoDrainage, it is common practice to model each development phase in different InfoDrainage phases. However, challenges arise when runoff from one phase discharges into another. Currently, users mus...

Guest about 1 year ago in InfoDrainage / Data Exchange 0 For Review

2 VOTE

InfoSurge constant reporting interval

Often, different InfoSurge runs report results at different intervals, even though the simulation duration is the same. This makes it difficult to do comparisons of results. Please allow the user to set a report timestep like you can with a standa...

Colin Ricks 7 months ago in InfoWater Pro / Productivity 0 For Review

3 VOTE

NOAA Durations

InfoDrainage supports only a limited subset of NOAA Atlas 14 storm durations: 360 minutes (6 hours), 720 minutes (12 hours), 1440 minutes (24 hours), and 5760 minutes (4 days). However, NOAA Atlas 14 provides a broader range of precipitation durat...

Guest 11 months ago in InfoDrainage / Hydrology 0 For Review

4 VOTE

Default tank symbol

Can you change the default tank symbol color back to the dark blue that it used to be? The teal color is very light, making it difficult to see and hard to differentiate from the reservoir symbol. I know I can change this in preferences, but it wo...

Colin Ricks about 1 year ago in InfoWater Pro / Productivity 0 In progress

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