Ideas

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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 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

10 VOTE

Level Soffits in pipe network.

Although you can select Level Soffits in the Network Wizard, if you make a change in the manhole depth for example, the pipes in the network will return to invert level, which means that you will have to readjust them manually.

Konstantinos Koutroulis almost 2 years ago in InfoDrainage / Hydraulics 1 In progress

10 VOTE

Modelling intermediate check dams and weirs in open channels including ponds ands swales

Currently, InfoDrainage only allows modeling of check dams or weirs at outlets. For open channels with multiple intermediate check dams, users must split the channel into sections, each with its own outfall defined. A more accurate feature allowin...

Dilraj KT over 2 years ago in InfoDrainage / Hydraulics 1 Gathering support

3 VOTE

Multiple fixed tailwater elevations

Currently, the software allows users to set only one fixed tailwater elevation per outlet. However, users need the ability to set different fixed tailwater elevations for different storm events (e.g., 10-year, 25-year, 100-year storms).

Guest 9 months ago in InfoDrainage / Hydraulics 0 For Review

3 VOTE

Add a feature for deselection of a group of elements in Geoplan

Many times we use polygon select feature to select elements in a particular extent, but there is no option of deselecting a small area within that selection - like in Arc Map

Ashwini 10 months ago in InfoWorks WS Pro / Operations 1 Gathering support

5 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

5 VOTE

Need more inlet options

SSA has numerous inlet manufacturers and jurisdictions, including Caltrans, FDOT, Neenah, etc. These would be beneficial to have in InfoDrainage, including East Jordan inlets. Additionally, have depth vs flow curve option would be helpful as well.

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

4 VOTE

Add a storage structure feature for channel drains

Add a storage structure feature for channel drains (e.g. channel, slot drain, kerb drain) so that these features can be presented as storage and not only conveyance (by modelling a custom section) and so that catchments can be connected as a sheet...

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

3 VOTE

Vary infiltration with depth

Cannot currently use the software for deisgn of borehole soakaways. By their very nature they wil have varying infiltration rates. Usually the infiltration is at greatest depth and no way of modelling with correct head in borehole.

Guest 11 months ago in InfoDrainage / Hydraulics 1 For Review

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