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Hydraulics

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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 almost 2 years ago in InfoDrainage / Hydraulics 1 Gathering support

Add ability to create custom channel as underdrain (not just pipe)

Currently, you can only chose a pipe or multiple pipes as the underdrain within various features (infiltration trench, dry swale etc.). It would be great if a custom channel (section) could be used so an infiltration trench could be used to model ...
Oliver Dodd 9 months ago in InfoDrainage / Hydraulics 0 For Review

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 12 months ago in InfoDrainage / Hydraulics 0 For Review

Convert connections to bypass connections

There should be an easier way to convert connections to bypass connections. Currently a connection needs to be deleted and recreated as a bypass. Having a right click option on a connection to convert it to a bypass would be ideal.
Guest 6 months ago in InfoDrainage / Hydraulics 0 For Review

Channel library similar to pipe library

It is essential to add / create library for rectangular channels with different width such as 300mm, 450mm width. Currently infodrainage choose a default 600mm wide rectangular channel. It is essential to have options to set minimum width other th...
Guest over 1 year ago in InfoDrainage / Hydraulics 1 Gathering support

Add Infiltration Option to Manholes

Other software allows you to add infiltration properties to manholes. In Western Australia, the use of Soakwells/Soakpits is an often practice and it is important to be able to account for this local infiltration within the Manhole
Hector Salgado 12 months ago in InfoDrainage / Hydraulics 1 Gathering support

Lock pipe diameters only.

After simulation and there is flooding, trying to upsize the pipes, if the wizard is run again it reverts to the previous diameter, i dont want to lock (ALL) as i still want to use the wizard to lower the inverts etc, downstream.
Steven Gilchrist over 1 year ago in InfoDrainage / Hydraulics 3 Gathering support

Better hydraulic representation of flow in permeable paving

Flow through permeable paving does not occur as one would expect. Is greatly affected by the shape and direction the paving is drawn in InfoDrainage. When drawing an irregular shape the hydraulic grade lines appear incorrect, with flow all at one ...
Guest 9 months ago in InfoDrainage / Hydraulics 0 For Review

Apply direct inflows to permeable paving

There should be a way of applying the inflow that the paving receives directly (i.e. the rain that falls onto it) to produce a more accurate simulation of the rainfall. This direct rainfall isn't a lateral or point inflow, and being forced to mode...
Craig Bobbett 5 months ago in InfoDrainage / Hydraulics 0 For Review

Limit the chamber sizing calculator to 200 chambers

The chamber size calculator will add any number of chambers necessary, however, the model will not validate if the number of chambers exceeds 200. It would be better to not allow the calculator to exceed the validation limit.
Daniel'le DeVoss 10 months ago in InfoDrainage / Hydraulics 0 For Review