Water tools

    Flow equalization basin volume from an hourly flow profile

    Paste a day of hourly flows. The basin must hold the largest cumulative excess of inflow over the constant outflow, which the cumulative curve shows directly.

    Equalization volume (theoretical)
    470m³

    Add 10 to 20% for mixing, aeration and freeboard, and for the pump never quite matching the average.

    Constant outflow (average)
    112.3m³/h
    Peak inflow
    170.0m³/h
    Minimum inflow
    45.0m³/h
    Peak factor removed
    1.51
    Hours of average flow stored
    4.2h

    How it works

    With the basin pumped out at the average rate, the stored volume after each interval is the running sum of inflow minus outflow:

    Q¯=1n∑k=1nQkSj=∑k=1j(Qk−Q¯)Δt(1)

    The basin must span the full swing of that curve, from its lowest point to its highest:

    V=maxjSj−minjSj(2)
    where
    Qk
    inflow in interval k, m³/h
    Q¯
    average inflow, the constant outflow, m³/h
    n
    number of intervals
    Sj
    volume stored after interval j, m³
    Δt
    interval length, h
    V
    basin volume, m³

    This is the classical cumulative-inflow construction. In-line basins equalize flow and dampen concentration; off-line basins take only the excess over a set rate and need less volume. Downstream units are then sized on the average flow instead of the peak, which is where the saving comes from.

    Related reading

    These calculators use standard published formulas and are provided for preliminary engineering guidance. Confirm against measured data and vendor projections before design. Model your full water matrix in Nepti or post your project to compare provider proposals.