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Allow some way to offset and rotate storage structures

This will be very useful for visual clash checking in the 3D viewer. It will also be very beneficial in Live Design and SmartTools
Tom Fox almost 2 years ago in Flow 0 👷🏽‍♀️Promoted

Ability to incorporate the output hydrographs and graphs in the design report.

No description provided
Tom Fox almost 2 years ago in Flow 0 👷🏽‍♀️Promoted

Ability to specify links less than 1m

If links are short Flow flags it up, but just round up to 1m without users having to re-specify This can better integrate with SmartTools.
Tom Fox almost 2 years ago in Flow 0 👷🏽‍♀️Promoted

Ability to adjust output Greenfield runoff rates, volume, and storage estimates calculations separately.

No description provided
Tom Fox almost 2 years ago in Flow 0 👷🏽‍♀️Promoted

Ability to generate cross-section profiles within Flow, Live Design and SmartTools.

No description provided
Tom Fox almost 2 years ago in Flow 0 👷🏽‍♀️Promoted

Ability to add design parameters

It would be helpful to have following parameters, including the ability to define them globally as well as locally (for node or links) Maximum gradient Minimum Gradient Maximum drop Allow Drop (locally) Maximum cover
Guest 12 months ago in Flow 0 👷🏽‍♀️Promoted

Radial Infiltration Rate for Deep Bore Soakaway

The software asks for infiltration rate as m/hr which is based on BRE365 Infiltration testing in trial pits. Trial pits are not feasible for deep infiltration and as such the radial infiltration rate, the one we get from borehole testing, should b...
Emilie Leclerc almost 2 years ago in Flow 0 👷🏽‍♀️Promoted

Optimisation tool for storage structures

A wizard for reducing down one or more storage structures to the optimum required size. Something like this: Select all storage features of interest. Enter key design criteria (e.g. max depth, porosity, design storm of interest etc.) Run an optimi...
Henry Kelly about 2 years ago in Flow 0 👷🏽‍♀️Promoted

Cache input hydrographs, unless parameters changed

It takes a long time for Causeway to open and run RefH2. When designing a network with input hydrographs, it becomes a slow process to re-run the model when making changes to the drainage infrastructure. It would make sense to save the generated i...
Henry Kelly about 1 year ago in Flow 0 👷🏽‍♀️Promoted

Specific Statement of Storage in tank or pond

I don't believe it is possible to simply display the storage amount in printed results (Design Report) as a separate entity. It does of course show up within the results list for the various storms, however, this is not very clear and of course is...
Guest about 1 year ago in Flow 0 👷🏽‍♀️Promoted