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Storm Sewer & Flood Modeling

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23 results found

  1. Rating curves / equations as downstream boundaries

    At the moment we can use 'user control' links to act upstream of the DS boundary. These links have head/flow/power as their inputs. It would be useful to have a dedicated object that could be either a look up table of levels (rather than heads) and discharges, or an equation that would define the level / discharge relationship. Note that if an equation option were selected then it would need to be multi-part to allow for a changing relationship as water goes out of bank.

    9 votes

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    RECEIVED  ·  0 comments  ·  River Modeling  ·  Admin →
  2. Intelligently select nodes in river reaches

    When clicking on a node over a subcatchment, the software can recognise the user is after the node. When the same is done for a node on a river reach, the node is not automatically selected but rather the choice is presented to the user.

    3 votes

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    RECEIVED  ·  0 comments  ·  River Modeling  ·  Admin →
  3. Implicit SQL link between River reaches and associated storage area

    It should be possible to write a validation query to check if the lowest vertex of a River reach bank line does not lie below the ground level of the storage area it overflows to. With an implicit link between the river reach and the left and right storage areas it overflows to, the query would be easy:

    Object type: river reach
    SELECT WHERE min(leftbank.Z) < leftnode.groundlevel;
    SELECT WHERE min(right
    bank.Z) < rightnode.groundlevel;

    1 vote

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    RECEIVED  ·  0 comments  ·  River Modeling  ·  Admin →
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