- 2071 Bhadra · 8 marks
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.
l/s m³/s, SOR cm/s m/s, detention s, particle size 0.25 mm, , .
Step 1: Surface area and depth
Step 2: Scour velocity for the two kinds of particles
| Particle | (mm) | (m/s) | |
|---|---|---|---|
| Organic | 1.2 | 0.25 | 0.089 |
| Inorganic (grit) | 2.65 | 0.25 | 0.254 |
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 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
Adopt m, m, water depth 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 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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