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Drainage Design

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41 results found

  1. Manhole Schedule Numbering

    For MH tables and report outputs, it would be good to have an option to report chronologically, e.g. 1-30.
    I understand it numbers them on the first Manhole built in the model however I think it would make more sense to go from shallowest to deepest, e.g. U/S to D/S. As is quite common in design additional MHs need to be incorporated further into the model due to clashes or change in direction etc, so it would be best if all outputs and MH tables followed the numerical order.

    9 votes

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    RECEIVED  ·  1 comment  ·  Reporting  ·  Admin →
  2. InfoDrainage - Re-Ordering Tables

    Please can you add an ability to manually adjust the order of Junctions and Connections as the tables quickly become difficult to follow. The automatic re-ordering seems to reset as soon as you make any changes!

    8 votes

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    RECEIVED  ·  1 comment  ·  Productivity  ·  Admin →
  3. InfoDrainage - Permeable Paving

    It would be useful to have a central granular conveyance trench beneath permeable paving to avoid the need for overly deep sub base beneath the road / drive.

    8 votes

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  4. Provide Enhanced Manhole Schedule Details

    It would be great to have the option of providing an additional level of customisable detail which could be configured on MH Schedules.

    As an example including practical details around the cover – contractors want to know and see more from a MH schedule when out on site.

    Examples of details around the type of cover:
    Cover Size
    Opening Size
    Recessed
    Solid Top
    Loading Class

    Currently this level of additional detail is often added manually to MH schedules exported from software.

    8 votes

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    RECEIVED  ·  0 comments  ·  Reporting  ·  Admin →
  5. Exceedance Level in Infodrainage

    It would be good to have an option in underground stormwater controls to have a separate option for exceedance level and Ground Level
    By taking the exceedance level as GL, it makes the Long sections look distorted when in reality it is common for our designs to have circa. 1m+ cover from top of tanks/soakaways etc to ground level.

    7 votes

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  6. Tree Pits

    Add Tree Pits as a type of SuDS structure.

    7 votes

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  7. PDF output Data sheets - Same as MicroDrainage

    Have a setting when printing results to output in the same or similar style as MicroDrainage. Options to display certain storms, critical storm by differing criteria, and summaries of pipelines, manholes and other data

    6 votes

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    0 comments  ·  Reporting  ·  Admin →
  8. Flood Studies Update: Ireland

    Add support for the Met-Eireann DDF Irish Rainfall Data. The IDF data can be downloaded from a website and automatically uploading this data would be a big time-saver for users in Ireland.

    6 votes

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    RECEIVED  ·  0 comments  ·  Rainfall  ·  Admin →
  9. Improve Snap Marker visibility

    Improve the Snap marker visibility as they blend into the object making the snap markers nearly invisible

    5 votes

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    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  10. 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 →
  11. Improved tutorial for setting up a network

    InfoDrainage - i am just trailing software and using the metric tutorial. i do not like loading in items from MicroDrainage or AutoCAD and was hoping the tutorial would show how to quickly setup a highway drainage system with pipes/manholes/gullies.

    when asked "was this page helpful" i put thumbs down, hoping to get a chance to say the above but i cannot type in the feedback form. please update chapter 2 "creating the network" so that new users can setup a simple network - all ive done is click buttons to load random data and do not feel like i…

    5 votes

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  12. Formatting of Reports

    The output reports from Infordrainage, are not set to fit the page and as such, there is a lot of "white space" left on the outputs. At present, there are no formatting options to change this. It makes the drainage report look a bit untidy.

    5 votes

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    RECEIVED  ·  1 comment  ·  Reporting  ·  Admin →
  13. InfoDrainage - level bench in basin/pond configuration

    The sizing calculator in the pond build pop-up enables one side lpe only.
    There are now LLFAs that require level benck of at aleast 1.5 m width after 0.6 m depth in a basin.
    It is currently not possible to use your calculator to establish such basin properties.
    This would be useful.

    5 votes

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  14. Change the size / dimensions of multiple manholes at once

    MicroDrainage Network

    It would be very useful if it was possible to change the dims of many manholes at once. It'a a very laborious and time consuming task to change each dimension one-by-one, especially if the network is very large!

    5 votes

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    RECEIVED  ·  0 comments  ·  Productivity  ·  Admin →
  15. Infodrainage - Display Settings - Annotation Connections Slope

    Infodrainage - Display Settings

    Slope annotation in connections to be 1:x rather than shown as x(1:x)

    4 votes

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  16. Import EPASWMM5 Files

    Importing EPASWMM5 files for US users would help to streamline the transition from SSA (you can export to SWMM5 from SSA)

    4 votes

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    RECEIVED  ·  1 comment  ·  Data Exchange  ·  Admin →
  17. InfoDrainage - Time of entry to be called time of entry, not time of concentration

    Te has specific meaning in the UK when using the rational method (modified).
    Tc also has speific meaning (Te + sumTf).
    It would be better if the software wants the user to input a Te, that it calls it Te. At the moment it calls the Te Time of concentration, which is very confusing.

    4 votes

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  18. Need Papadaskis-Kazen Time of Concentration for Preliminary Sizing

    The local requirement for Arizona require the use of Papdaskis-Kazen as the time of concentration method. Please add.

    3 votes

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  19. Updating an Existing C3D Drainage Network When Importing Back

    As a workflow we start our design in C3D then export for analysis in Infodrainage, We then bring back to C3D the amended network, but it is a new network, and so all the formatting that was initially done on it is lost.
    C3D should update the network with the amended information from Infodrainage, including HGL, pit rotation etc.

    3 votes

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  20. Fall column

    Include a column in the connection design table that displays an editable 'fall' value, i.e. calculated value of US/IL - DS/IL, used to be a handy feature in MicroDrainage Network

    3 votes

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