InfoDrainage

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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 6 months ago in InfoDrainage / Reporting 2 Gathering support

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 4 months ago in InfoDrainage / Hydraulics 0 For Review

7 VOTE

show upstream and downstream cover depth for connections

MicroDrainage used to show this its useful for checking cover to pipes are correct

Matt Hare about 1 year ago in InfoDrainage / Productivity 0 For Review

11 VOTE

Perforated Pipe as Connection Type

I would like to be able to model a perforated pipe as a connection type rather than use an infiltration trench and short branches of pipes to connect them to other stormwater controls. These infiltration trenches are not collecting inflow from sur...

Midori Patterson over 1 year ago in InfoDrainage / Hydraulics 1 Gathering support

7 VOTE

Option to remove the additional storage automatically added in geocellular systems

When designing a cellular soakaway, infodrainage automatically assumes a 1m2 plan area chamber between tank soffit and exceedance level (which would have been specified as ground level). In other structures you can specify freeboard and exceedance...

Guest about 1 year ago in InfoDrainage / Hydraulics 3 For Review

8 VOTE

Permeable Pavement with varying depth

Please add an option to input the surface slope and formation level slope for the permeable pavements to represent the varying depth of storage below. This is one of the 3 options we use at steeper sites to provide adequate storage in permeable pa...

Dilraj KT over 1 year ago in InfoDrainage / Hydraulics 0 For Review

4 VOTE

HEC-22 Inlet reporting

The "Export HEC-22 Result to Excel" button in the calculator only includes results. Looking at flexible reporting, the HEC-22 data is only input, so I then have to use the results data from the calculator and the input data from flexible reporting...

Guest 8 months ago in InfoDrainage / Hydraulics 1 For Review

7 VOTE

Sort and collapse all option in flowpath Network Design Report

It would be useful to be able to ‘collapse all’ for branches in the Network Design Report. It would also be useful to be able to sort the connections (and junctions) in order of upstream→downstream or alpha/numeric. At the moment it seems rather a...

Matthew Johnson about 1 year ago in InfoDrainage / Auditing / Reviewing 0 For Review

7 VOTE

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 about 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 about 1 year ago in InfoDrainage / Hydraulics 0 For Review

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