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    Sedimentation Tank Calculator

    A 30 m × 10 m tank treating 10,000 m³/day has a surface overflow rate of 33.3333 m³/(m²·day) and a detention time of 2.5 hours.

    Surface overflow rate =

    33.3333333333333 m³/(m²·day)

    Full answer, then cut to fewer decimals (not rounded):

    • 33.3333333333333 m³/(m²·day)
    • 33.333333333333 m³/(m²·day)
    • 33.33333333333 m³/(m²·day)
    • 33.3333333333 m³/(m²·day)
    • 33.333333333 m³/(m²·day)
    • 33.33333333 m³/(m²·day)
    • 33.3333333 m³/(m²·day)
    • 33.333333 m³/(m²·day)
    • 33.33333 m³/(m²·day)
    • 33.3333 m³/(m²·day)
    • 33.333 m³/(m²·day)
    • 33.33 m³/(m²·day)
    • 33.3 m³/(m²·day)
    Detention time V/Q
    2.52 h
    Horizontal velocity Q/(WH)
    3.306878307 mm/s
    Overflow rate as a velocity v₀
    0.3858024691 mm/s
    Removal of particles with vₛ (ideal tank) vₛ/v₀
    77.76 %
    Step-by-step solution
    1. SOR = Q ÷ (LW) = 10000 ÷ 300 = 33.33333333 m³/(m²·day)
    2. t_d = LWH ÷ Q = 2.52 h
    3. Ideal settling: removal = vₛ ÷ v₀ = 0.3 ÷ 0.3858024691 (capped at 100 %)

    Sedimentation Tank Formula

    SOR = Q / (L W), t_d = L W H / Q

    removal of a particle = vₛ/v₀ (capped at 100 %) with v₀ = SOR

    Worked Example

    A 30 m × 10 m × 3.5 m tank treating 10,000 m³/day:

    1. SOR = Q ÷ (LW) = 10000 ÷ 300 = 33.33333333 m³/(m²·day)
    2. t_d = LWH ÷ Q = 2.52 h
    3. Ideal settling: removal = vₛ ÷ v₀ = 0.3 ÷ 0.3858024691 (capped at 100 %)

    Horizontal velocity Q/(WH): 3.306878307 mm/s · Overflow rate as a velocity v₀: 0.3858024691 mm/s · Removal of particles with vₛ (ideal tank) vₛ/v₀: 77.76 %

    GATE tip

    Overflow rate, not depth, controls removal in an ideal tank. Deeper tanks add detention time and sludge storage but do not remove more discrete particles.

    More Water and Wastewater Treatment Calculators

    Frequently asked questions

    What are typical design values?

    Primary clarifiers: about 30–50 m³/(m²·day) and 1.5–2.5 h; plain sedimentation for water: 12–18 m³/(m²·day); coagulated water about 20–40.

    Why does horizontal velocity matter?

    Too fast and settled sludge is scoured back into suspension; it is usually kept below about 0.3 m/min.

    Sources

    Last reviewed: . Factors are stored exactly and computed with 50-digit decimal arithmetic. See how we verify conversion factors.

    Cite this page

    APA

    Scientific Converters. (2026, October 15). Sedimentation Tank Calculator. Retrieved October 25, 2026, from https://scientificconverters.com/calculators/sedimentation-tank-calculator/

    IEEE

    Scientific Converters, "Sedimentation Tank Calculator," scientificconverters.com. Accessed: Oct. 25, 2026. [Online]. Available: https://scientificconverters.com/calculators/sedimentation-tank-calculator/

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