Ideas

Showing 264 of 1375

Incorporate the ability to create custom grate inlets. Currently InfoDrainage only allows for HEC22 defined inlet grate types to be used.

Some municipalities across New Zealand and other parts of the world require designers to use specified inlet grate types with defined inlet efficiency curves. There are two ways in which the custom inlet grate type this can be incorporated into In...

Quinton Botha 11 months ago in InfoDrainage / Hydraulics 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 4 months ago in InfoDrainage / Hydrology 1 For Review

2 VOTE

Need for flexible rainfall assignment in 2D zones

In models created using ICM by Japanese users, it is not uncommon for both approaches—one where rainfall is applied to subcatchments and flood from the network flows over 2D elements, and another where rainfall is applied directly to the 2D zone—t...

Nami Ikarashi 4 months ago in InfoWorks ICM / InfoWorks 0 For Review

6 VOTE

Non-circular pipes

Please add non-circular pipes to InfoDrainage, similar to those available SSA. These need the ability to connect to manholes at either end at a minimum, but the option to be culverted as well is welcomed.

Guest 12 months ago in InfoDrainage / Hydraulics 1 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 almost 2 years 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

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 6 months ago in InfoDrainage / Reporting 2 Gathering support

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

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

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