Skip to main content

Overflow rate 4000 L/m2/h at 10°C

Short answer

At 10°C, vo=0.1111 cm/s, Ss=2.65. By Stokes’ law, 0.05 mm vs=0.1721 cm/s (100% removed); 0.02 mm vs=0.0275 cm/s, removal = 24.8%.

A settling tank is designed for an overflow rate of 4000 liters per m2^2 per hour. What percentage of particles of diameter (a) 0.05 mm (b) 0.02 mm, will be removed in this tank at 10°C?

Specific gravity of the particles is not given, so the usual value for silt/sand, Ss=2.65S_s = 2.65, is assumed. Particles whose settling velocity vsv_s is less than the overflow rate v0v_0 are removed in the proportion vs/v0v_s/v_0; those with vs≥v0v_s \ge v_0 are removed completely.

Data

  • Overflow rate v0=4000v_0 = 4000 l/m²/h =4= 4 m³/m²/h
  • v0=4×1003600=0.1111v_0 = \dfrac{4\times100}{3600} = 0.1111 cm/s
  • Temperature 10 °C: ν=0.01306\nu = 0.01306 cm²/s (kinematic viscosity of water at 10 °C), g=981g = 981 cm/s²

Settling velocity (Stokes' law)

vs=g (Ss−1) d218 νv_s = \frac{g\,(S_s-1)\,d^2}{18\,\nu}

(a) d = 0.05 mm = 0.005 cm

vs=981×1.65×0.005218×0.01306=0.1721 cm/sv_s = \frac{981\times1.65\times0.005^2}{18\times0.01306} = 0.1721\ \text{cm/s}

Re=vsd/ν=0.066<1Re = v_s d/\nu = 0.066 < 1, so Stokes' law applies. Since vs=0.1721v_s = 0.1721 > v0=0.1111v_0 = 0.1111 cm/s, the removal is 100 %.

(b) d = 0.02 mm = 0.002 cm

vs=981×1.65×0.002218×0.01306=0.0275 cm/sv_s = \frac{981\times1.65\times0.002^2}{18\times0.01306} = 0.0275\ \text{cm/s}

Re=0.0042<1Re = 0.0042 < 1 (valid). Here vs<v0v_s < v_0:

Removal=vsv0=0.02750.1111=0.248=24.8 %\text{Removal} = \frac{v_s}{v_0} = \frac{0.0275}{0.1111} = 0.248 = 24.8\ \%

Answer: (a) 0.05 mm particles: 100 % removed; (b) 0.02 mm particles: 24.8 % removed.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Water Supply Engineering chapter 6 questions →