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Surface water pipe design

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  • 03-09-2014 4:51pm
    #1
    Registered Users Posts: 515 ✭✭✭


    Can anyone point me in the direction of a worked example of the Modified Rational Method for surface water pipe design (small urban sites). I want to do a sanity check on my calculations. TEDS is giving me a different anwser to a spreadsheet I wrote (circa 2007). I think it's down to the time of concentration (2mins v 4mins)

    I lost my notes from Bolton St :(

    Thanks


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