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Drainage Design

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6 results found

  1. MADD factor

    MADD factor.
    InfoDrainage does not include this feature that exists in Microdrainage, that allows for storage not explicit in the hydraulic model.
    As the successor product, ID should, as a minimum, include features and functionality that exists in the predecessor product, MD.

    1 vote

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    0 comments  ·  Hydraulics  ·  Admin →
  2. Perforated pipes

    This will be hard to implement so it's kind of a longer term ambition, but it would be really helpful if InfoDrainage could properly model a perforated pipe.

    Pretty often we have a perforated pipe below a structure - what would now be called a stormwater control - like a permeable car park or a swale. The "main" flow is running through the pipe, usually because depth won't permit it to be sent directly into a shallow feature, but as the hydraulic head rises water infiltrates out of the pipe in a gravel trench and builds up until it fills…

    3 votes

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    0 comments  ·  Hydraulics  ·  Admin →

    Thank you for the suggestion and thanks to those who commented and voted.


    Within SWCs, we have added an option called Under Drain, with this option, you can model a perforated pipe, and once the pipe is out of the system into the flow control chamber, it won't be perforated anymore so you can use a conventional pipe to model it. 


    Please feel free to touch base with our support team if you have any questions on the above.


    Does the above address your suggestion?


  3. Sum of contributing areas in design tables

    Add a column to the "Junctions" design table when Inflow/Catchment Areas are selected that shows a running total of contributing area to aide pipe sizing

    2 votes

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  4. I want a Gully Space calculations tool in InfoDrainage

    InfoDrainage - want to do Gully space calculations or assess capacity of different gullies.
    can you add the gully design tool to InfoDrainage?

    5 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Admin →
  5. Include the San Diego Modified Rational Method

    Include the San Diego Modified Rational Method as a routing option in the simulation parameters, similar to how its been incorporated to InfoSewer and InfoSWMM

    1 vote

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    1 comment  ·  Hydraulics  ·  Admin →
  6. Realistic Flow in SuDS structures

    Realistic flow through bioretention, permeable paving and other SuDS within hydraulic models.

    3 votes

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    RECEIVED  ·  0 comments  ·  Hydraulics  ·  Admin →

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