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Recent content by nvy047

  1. nvy047

    Required Discharge

    The simplied equation mentioned above has been used to determine storage times in extended detention basin, where the discharge is typically through a small orifice. Therefore I would use this as a starting point for the discharge rate needed and model/adjust the basin accordingly. As far as...
  2. nvy047

    Required Discharge

    If I understand the question correctly you are looking for the discharge rate needed to allow a storage time of 30 min. In the past I have had to calculate detention times for basins, so this should work: Vol / time = flow 142000 ft^3 x 1/30 min x 1 min/60 sec = 78.8 cfs Hope that helps.
  3. nvy047

    Pipe Bursting Vs Open Trench

    I have a situtaion where I may need to replace approx. 6000 lf of 15" Sanitary Sewer line. The authority seems to like the idea of placing a parallel pipe, 18", next to the existing line. I believe there are going to be some environmental issues along the alignment, wetlands etc. and was...

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