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Hydraulics

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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

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 9 months ago in InfoDrainage / Hydraulics 0 For Review

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 over 1 year ago in InfoDrainage / Hydraulics 1 In progress

Add (change template) inlet from template to a junction without erasing the part family for the existing object

For example, in a model exported from Civil 3D, HEC-22 inlets need to be added to 100s of structures. The workflow is: 1. Create an Object Template for the HEC-22 inlet2. Right click each structure and change template to add a HEC-22 inlet The pro...
Daniel'le DeVoss 6 months ago in InfoDrainage / Hydraulics 1 For Review

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 4 months ago in InfoDrainage / Hydraulics 0 For Review

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 9 months ago in InfoDrainage / Hydraulics 0 For Review

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 11 months ago in InfoDrainage / Hydraulics 2 Gathering support

Show preliminary sizing estimated flow depth in profile view.

The proportional depth is given in the Network Design Report but not shown in the long sections. This is a very useful feature to allow quick checking of throttling or spare capacity in the network.
Matthew Johnson 9 months ago in InfoDrainage / Hydraulics 0 For Review

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 5 months ago in InfoDrainage / Hydraulics 1 For Review

Pipe Intersection coordinates

Whilst setting the coords of a pipe intersection is a good feature, in certain common cases InfoDrainage does not allow for setting the correct setting of grade and levels of pipework, and due to its calculations can output levels against a certai...
Guest 11 months ago in InfoDrainage / Hydraulics 1 Gathering support

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