Hydraulics

Add side inflow to custom channels to model ACO drains

When modelling ACO drainage systems, the current workflow can become overly complex, as catchments must be split at frequent intervals and connected via channels to same-sized manholes (nodes) to accurately represent the ACO drainage run. This app...

Erwin Zeiler 5 days ago in InfoDrainage / Hydraulics 0 For Review

3 VOTE

Follow Ground swale

Coming from Causeway flow it was possible to set up a swale to follow the ground slope imported from a surface. At the moment in Infodrainage i can only set the upstream and downstream invert for the swale and it "cuts" the existing ground if this...

Pietro Albano 24 days ago in InfoDrainage / Hydraulics 0 For Review

6 VOTE

Represent the storage of cellular attenuation accurately

InfoDrainage currently assumes a 1 m² vertical shaft between the top of a cellular tank and its exceedance level. The volume within this shaft is included in the available storage. As the exceedance level should represent the ground level, this ca...

Guest 3 months ago in InfoDrainage / Hydraulics 0 For Review

56 VOTE

Adding Babbit Formula

Requesting addition of Babbit formula peak factor calculation to Infodrainage program, providing comprehensive analysis for efficient and accurate design and decision-making since Babbit formula peak factor calculation method used in many standard...

Mohamad Azzam over 2 years ago in InfoDrainage / Hydraulics 2 Under consideration

45 VOTE

Infiltration trench with varying depth.

It should be possible to design an infiltration trench where the long slope at the base of the trench is different to the slope at exceedance level i.e. the depth of the trench varies. Extremely useful for designing a trench that does not match fa...

Guest over 2 years ago in InfoDrainage / Hydraulics 0 Under consideration

6 VOTE

Allow Underdrains to be Positioned Below the Base Level of Porous Paving

I would like to request the ability to model an underdrain located within stone material below the base level of a Porous Paving component, rather than being restricted to placement at or above the base level. This reflects a common real-world per...

Guest 4 months ago in InfoDrainage / Hydraulics 0 Gathering support

31 VOTE

Add check dams as a feature for swales

Add a check dam setting with height, notch weir and interval settings to simplify modelling swales on sloping sites. This avoids having to model several sections of swale in order to use the available storage.

Oliver Dodd about 2 years ago in InfoDrainage / Hydraulics 0 For Review

8 VOTE

Dry swale Modelling workflow

Issue Summary: When modelling a wet or dry swale using the native swale element, the swale does not align to the existing ground profile. Instead, it generates a swale based solely on the defined parameters and the exceedance elevation from the pr...

Guest 8 months ago in InfoDrainage / Hydraulics 1 Gathering support

30 VOTE

Horizontal orifices as an outlet type

HydroCAD offers a horizontal orifice control outlet type that is very commonly used for detention pond outlet types in the US. Please include this as an outlet type so we can transition from HydroCAD to InfoDrainage.

Midori Patterson over 2 years ago in InfoDrainage / Hydraulics 3 Gathering support

8 VOTE

Permeable paving needs to have a option for a different gradient at the surface to the gradient at the base.

This would allow a better representation of steep sites where we would otherwise lose a lot of storage, instead we can make the base flat to allow for more storage volume.

Guest 10 months ago in InfoDrainage / Hydraulics 1 For Review

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