Water tools

    Particle settling velocity and removal in an ideal basin

    A particle settles at the speed where drag balances its weight in water. An ideal basin then removes every particle faster than its overflow rate and a proportional share of the slower ones.

    Sand 2,650; alum floc about 1,010 to 1,050.
    Single particle
    Settling velocity
    70.06m/h
    Settling velocity
    19.46mm/s
    Reynolds number
    2.68
    Regime
    transition
    Ideal basin
    Overflow rate
    2.50m/h
    This particle in the basin
    fully removed
    Removal of the distribution
    66.4%

    How it works

    Force balance on a sphere, with the drag coefficient by regime:

    vs=4g(ρp−ρw)d3CdρwRe=ρwvsdμ(1)
    vs=g(ρp−ρw)d218μ(Re<2)vs=[g(ρp−ρw)d1.613.9ρw0.4μ0.6]1/1.4(2≤Re≤500)(2)

    Above a Reynolds number of 500 the drag coefficient is 0.44. In an ideal rectangular basin the critical velocity equals the overflow rate, and a slower particle is removed in proportion:

    vc=QAf=min(1,vsvc)(3)
    where
    vs
    terminal settling velocity, m/s
    g
    gravity, 9.81 m/s²
    ρp,ρw
    particle and water density, kg/m³
    d
    particle diameter, m
    Cd
    drag coefficient
    Re
    particle Reynolds number
    μ
    water viscosity, kg/m·s
    vc
    critical settling velocity, m/h
    Q
    basin flow, m³/h
    A
    basin surface area, m²
    f
    fraction of a particle class removed

    Depth and detention time do not enter. Real suspensions flocculate as they settle and real basins have non-ideal flow, so this is the floor for a discrete suspension. Below about 1 µm Brownian motion dominates and particles do not settle in practical times.

    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.