InfoDrainage

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Liquid filled/Flooded drainage network

Liquid filled/Flooded drainage network- the system should be required to design flooded drainage network i.e. drainage pipe should be always filled with liquid for entire length up to the discharge point. Like a surcharge up to manhole cover (liqu...

Guest over 1 year ago in InfoDrainage / Hydraulics 0 For Review

7 VOTE

Button: Apply to all phases

To each of the build screens, next to "apply", add another button, "apply to all phases". This would save a lot of time when making tweaks to models for which more than one phase is being run (which is most models)

Guest over 1 year ago in InfoDrainage / Hydraulics 0 For Review

6 VOTE

Calculating and adding the Froude number to storm table output

Many municipalities and utilities want to maintain subcritical flow in the storm sewer system and avoid hydraulic jumps. The Froude number is used to establish subcritical vs. supercritical flow.

Guest about 1 year ago in InfoDrainage / Reporting 2 For Review

2 VOTE

Add ability to use custom curve number tables other than the default TR-55

Many jurisdictions publish their own set of curve numbers for different land uses which they will expect to see during plan review. The local curve number sets often differ from TR-55. Please allow us to build custom curve number sets based on lan...

Guest 5 months ago in InfoDrainage / Hydrology 1 For Review

4 VOTE

Go To button to zoom to a certain pipe from the Connection table

In Civil 3D you can zoom to/select a pipe from the pipe table. It is very difficult to find specific pipes in InfoDrainage.

Daniel'le DeVoss 11 months ago in InfoDrainage / Auditing / Reviewing 0 For Review

6 VOTE

Enable 3d view of two phases (foul and surface) simultaneously to help resolve clashes found in clash analysis.

Clash Analysis identifies pipes touching, which may be in different phases. The ability to view both phases in 3D View (as you can in Plan View) would make resolving the clashes much more efficient.

Guest over 1 year ago in InfoDrainage / Auditing / Reviewing 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 8 months ago in InfoDrainage / Hydrology 0 For Review

3 VOTE

Multiple return period hydrograph

Currently, InfoDrainage restricts each hydrograph to a single return period, which creates inefficiencies when analyzing stormwater systems across multiple design storms. To accommodate analyses for 2-, 10-, and 100-year events, for example, users...

Guest 8 months ago in InfoDrainage / Hydrology 0 For Review

2 VOTE

Weir coefficients

Expand the allowable range of weir discharge coefficients in InfoDrainage and provide an optional depth–coefficient user defined table to improve modeling flexibility and accuracy. Weir discharge coefficients (English units) typically range betwee...

Guest 6 months ago in InfoDrainage / Hydraulics 0 For Review

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 11 months ago in InfoDrainage / Data Exchange 0 For Review

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