Water tools

    Clean-bed head loss through a granular filter

    The head a clean bed consumes is the floor under the run: whatever is left of the available head goes to the solids the filter captures.

    5 to 15 typical; up to 25 with strong floc.
    Sand about 0.42, anthracite about 0.50.
    Clean-bed head loss
    0.50m
    Share of available head
    20%

    Clean-bed loss of about 20% of the available head leaves the rest for solids capture.

    Viscous term
    0.44m
    Inertial term
    0.06m
    Head loss per metre of bed
    0.277m/m
    Grain Reynolds number
    3.47

    How it works

    The Ergun equation with the medium's own coefficients, which absorb grain shape when the sieve effective size is used as the diameter:

    hL=κV(1−ε)2ε3μLvρwgd2+κI1−εε3Lv2gd(1)
    where
    hL
    clean-bed head loss, m
    κV,κI
    viscous and inertial coefficients of the medium
    ε
    bed porosity
    μ
    water viscosity, kg/m·s
    L
    bed depth, m
    v
    filtration rate, m/s
    ρw
    water density, kg/m³
    g
    gravity, 9.81 m/s²
    d
    effective size of the grains, m

    Coefficients: sand κV 110 to 115 and κI 2.0 to 2.5; anthracite 210 to 245 and 3.5 to 5.3 (midpoints used). Layers of a dual or tri-media bed add. Head loss roughly doubles when the effective size falls from 1.2 to 0.8 mm and is 60 to 70% higher at 5 °C than at 25 °C. Clean bed only: the loss grows through the run as solids deposit.

    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.