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  1. T Williams

    Recovery Time and General Pond Design in HydroCad

    Hi Peter I think I found my error. I went to edit my pond and on the advanced tab somehow I had entered a Base Flow of 4 cfs, so my model thought there was a continuous inflow and it made my tables and graphs go over a hundred feet up. I cleared that field and now my report looks right. On my...
  2. T Williams

    Recovery Time and General Pond Design in HydroCad

    Getting lost now. Do I need to specify a rainfall? Where on the node report does it show when pond is empty? I tried adding storage above 15' and putting a wier at 15'. I will have a 1' beam on the outer perimeter of the Retention Pond to contain and direct any water over the 15' Elevation to...
  3. T Williams

    Recovery Time and General Pond Design in HydroCad

    Ok I am getting Hint: Longer time span advised for full volumes. I have my Start time at 0.00 and End Time at 24:00. Should I increase End time to 72:00? I get lost quickly, and that is another reason I am trying to find someone I can speak with and maybe share screens. Peter you are great but I...
  4. T Williams

    Recovery Time and General Pond Design in HydroCad

    Thank you Peter, I will try that and let you know how it works.
  5. T Williams

    Recovery Time and General Pond Design in HydroCad

    thread162-348455 I received the link for the Forum from Peter. I am referencing a previous thread to make sure I am communicating with fellow HydroCad users. First, I would like to get to know some other HydroCad users to bounce ideas off of and to get some advice occasionally. I apologize if...
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