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  1. GleasonS

    Trench Drain Orientation

    When working with a driveway where the slope isn't parallel to the travel lanes, is the preferred orientation of a trench drain to follow the contours or to run perpendicular to the travel lane? The rational for placing it along the contour makes sense, just wondering if there is a reasonable...
  2. GleasonS

    Storm/Flood Engineering-Time of Concentration

    Thanks for the response. The site drains, more or less, in the same direction and you're answer confirms what I originally thought. One follow up question, the stream into which my site drains collects runoff from a much larger basin than just my site so would you generate basins for these...
  3. GleasonS

    Storm/Flood Engineering-Time of Concentration

    When calculating time of concentration, how do you account for a detention pond? My site drains to a small creek and the proposed development includes a small pond through which most of the site will drain. I'm thinking the most appropriate point at which to calculate the time of concentration...
  4. GleasonS

    Stage-Storage: Pipe on a slope

    Thanks for the feedback, I haven't yet tried the average area method but will give it a shot. I have my solutions setup in spreadsheets, however I think there was something wrong with how I was interpreting the variables. I was getting some pretty strange results (negative volumes, answers...
  5. GleasonS

    Stage-Storage: Pipe on a slope

    I found a solution to a similar problem on an old thread but couldn't work the procedure to correctly solve my problem. Any help with the following problem would be greatly appreciated. I have an underground pipe system that will be used for storage and would like to assemble a stage storage...

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