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Grit chamber for 180 l/s, SOR 1.5

Short answer

For180 L\/ s, SOR=1.5 cm\/ s, detention 50 s: surface area=12 m\u00b2, volume=9 m\u00b3, depth=0.75 m. Scour velocities: organic 0.089 m\/ s, grit 0.254 m\/ s, adopt horizontal velocity0.25 m\/ s. Length=12.5 m, width=1.0 m. Chamber: L=12.5 m, B=1.0 m, water depth0.75 m (total ~1.30 m), velocity0.25 m\/ s; two units.

Design a grit chamber for a wastewater flow of 180 l/s with SOR = 1.5 cm/second and detention period of 50 seconds. Specific gravity of organic and inorganic particles are 1.2 and 2.65 respectively. Assume the size of both organic and inorganic particles as 0.25 mm. Take k = 0.06 and f = 0.03.

Q=180Q=180 l/s =0.18=0.18 m³/s, SOR =1.5=1.5 cm/s =0.015=0.015 m/s, detention =50=50 s, particle size 0.25 mm, k=0.06k=0.06, f=0.03f=0.03.

Step 1: Surface area and depth

Q=0.180 m3/sSurface area A=QSOR=0.1800.015=12.00 m2Volume V=Q t=0.180×50=9.00 m3Depth H=VA=0.75 m\begin{aligned} Q &= 0.180\ \text{m}^3/\text{s}\\ \text{Surface area } A &= \frac{Q}{SOR} = \frac{0.180}{0.015} = 12.00\ \text{m}^2\\ \text{Volume } V &= Q\,t = 0.180\times 50 = 9.00\ \text{m}^3\\ \text{Depth } H &= \frac{V}{A} = 0.75\ \text{m} \end{aligned}

Step 2: Scour velocity for the two kinds of particles

vc=8kf(G−1) g dv_c=\sqrt{\frac{8k}{f}(G-1)\,g\,d}
ParticleGGdd (mm)vcv_c (m/s)
Organic1.20.250.089
Inorganic (grit)2.650.250.254

The horizontal velocity must be above the organic scour velocity (organic matter stays suspended and is carried through) and below the grit scour velocity (settled grit is not re-suspended). Adopt vh=0.25v_h = 0.25 m/s, which satisfies 0.089 < 0.25 < 0.254 m/s. (The flow velocity should also be near 0.2-0.3 m/s in practice.)

Step 3: Dimensions

L=vh t=0.25×50=12.50 mB=AL=12.0012.50=0.96 mCheck: Ac=B H=0.96×0.75=0.720 m2≈Qvh=0.720 m2\begin{aligned} L &= v_h\,t = 0.25\times 50 = 12.50\ \text{m}\\ B &= \frac{A}{L} = \frac{12.00}{12.50} = 0.96\ \text{m}\\ \text{Check: } A_c &= B\,H = 0.96\times 0.75 = 0.720\ \text{m}^2 \approx \frac{Q}{v_h} = 0.720\ \text{m}^2 \end{aligned}

Adopt L=12.5L = 12.5 m, B=1.0B = 1.0 m, water depth H=0.75H = 0.75 m, plus 0.25 m grit storage and 0.30 m free board (total depth about 1.30 m). Provide two units in parallel.

Answer: grit chamber L×B×H=12.5×1.0×0.75L\times B\times H = 12.5\times 1.0\times 0.75 m, flow velocity 0.25 m/s, detention 50 s, surface overflow rate 1.5 cm/s.

✓ Answer checked by Claude Opus 5.5 (high effort)

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