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Incorporate overland flow analysis with below ground drainage design

Provide ability to either have overland flow draining into a pipe network or flooding out of a pipe network to be able to model resulting overland flow paths / flood extents
Ian Woolgar almost 2 years ago in LiveDesign 0 Already exists

When modelling overland flows, need the ability to easily add swales / channels to the finished surface

Using the 'Modify levels' command to create a swale feature works, however, this does not create an entity that can be either revised or deleted.
Ian Woolgar almost 2 years ago in LiveDesign 0

Ability to set individual plot boundary levels and use these to adjust the finished surface (boundary to be any polygon shape)

Increasingly we are working on steep sites where we need to try and make usable gardens by setting gradients, often resulting in level changes at boundaries requiring retaining walls
Ian Woolgar almost 2 years ago in LiveDesign 0

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 8 months ago in Flow 0 👷🏽‍♀️Promoted

200yr Pre Greenfield Runoff

Looking for the ability to use the system to calculate the 200yr pre development greenfield discharge for a development site. Currently you can only calculate the 1,2,5,10,25,30,50,100,500
Guest over 1 year ago in Flow 0 👷🏽‍♀️Promoted

The gradients are shown on pipes are currently shown to 1 decimal place. E.G 1:300.0 which is unnecessary, it should be 1:300 or at least be able to change the previsions.

The gradients are shown on pipes are currently shown to 1 decimal place. E.G 1:300.0 which is unnecessary, it should be 1:300 or at least be able to change the previsions.
Guest over 1 year ago in LiveDesign 0 Planned

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 9 months 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 9 months ago in Flow 0 👷🏽‍♀️Promoted

Allow users as well as admin to view the current licence users in the CLM.

It currently isn't possible for a user to find out who is holding the licences in the CLM. This is useful because it allows users to ask the users directly if they are still using the licence without needing to get the organisational admin to find...
James Blyth over 1 year ago in Flow 0 🧑‍🔬Researching

Allow users as well as admin to view the current licence users in the CLM.

It currently isn't possible for a user to find out who is holding the licences in the CLM. This is useful because it allows users to ask the users directly if they are still using the licence without needing to get the organisational admin to find...
James Blyth over 1 year ago in Flow 0 🧑‍🔬Researching