Skip to main content

Rectangular sedimentation tank, 8x10^6 L/day

Short answer

Tank length = v × t = 45 m. Cross‑section area = Q/v = 37.04 m². With 3.5 m effective depth, width = 10.6 m. Provide tank 45 m × 10.6 m × 3.5 m (overall 4.5 m with freeboard and sludge zone).

Design a rectangular sedimentation tank for a town to purify the water at a rate of 8×1068\times10^6 litres per day. Assume velocity of flow as 15 cm/minute and detention period as 5 hrs.

Data

Q=8×106Q=8\times10^6 l/day =8000=8000 m³/day; velocity of flow v=15v=15 cm/min =0.15=0.15 m/min; detention period t=5t=5 h =300=300 min.

Step 1: Length

L=v t=0.15×300=45 mL=v\,t=0.15\times300=45\ \text{m}

Step 2: Cross-section

Q=80001440=5.556 m3/min,Ax=Qv=5.5560.15=37.04 m2Q=\frac{8000}{1440}=5.556\ \text{m}^3/\text{min},\qquad A_x=\frac{Q}{v}=\frac{5.556}{0.15}=37.04\ \text{m}^2

Step 3: Depth and width

Assume effective depth H=3.5H=3.5 m:

B=37.043.5=10.58 m≈10.6 mB=\frac{37.04}{3.5}=10.58\ \text{m}\approx10.6\ \text{m}

Step 4: Checks

V=800024×5=1667 m3,SOR=800045×10.6=16.8 m3/m2/day (within 15 to 30),L:B=4.2:1V=\frac{8000}{24}\times5=1667\ \text{m}^3,\qquad \text{SOR}=\frac{8000}{45\times10.6}=16.8\ \text{m}^3/\text{m}^2/\text{day}\ (\text{within }15\text{ to }30),\qquad L:B=4.2:1

With a 0.5 m free board and 0.5 m sludge zone the overall depth is 4.5 m.

Answer: tank 45 m long ×\times 10.6 m wide ×\times 3.5 m effective depth (4.5 m overall).

✓ Answer checked by Claude Opus 5.5 (high effort)

All Water Supply Engineering chapter 6 questions →