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Recirculation ratio, filter volume 350 m³

Short answer

Recirculation ratio required is about 1.84, obtained from NRC equation with required efficiency 70.98% and factor F = 2.024.

What will be the recirculation ratio required of a single stage filter having volume of 350 m³. A effluent having maximum BOD concentration of 35 mg/lit, for a flow sewage of 5 MLD having BOD of 180 mg/lit and 33% BOD is removed in PST.

Data and approach

NRC equation for a high-rate filter: E=1001+0.4432W/(VF)E=\dfrac{100}{1+0.4432\sqrt{W/(VF)}}, with F=1+R(1+0.1R)2F=\dfrac{1+R}{(1+0.1R)^2} (WW in kg/day, VV in m³).

Step 1: BOD load and required efficiency

Q=5000 m3/dayBOD applied=180×(1−0.33)=120.6 mg/lW=5000×120.6×10−3=603.0 kg/dayE=120.6−35120.6×100=70.98%\begin{aligned} Q &= 5000\ \text{m}^3/\text{day}\\ BOD\ \text{applied} &= 180\times(1-0.33) = 120.6\ \text{mg/l}\\ W &= 5000\times 120.6\times10^{-3} = 603.0\ \text{kg/day}\\ E &= \frac{120.6-35}{120.6}\times100 = 70.98\% \end{aligned}

Step 2: Required recirculation factor

Let s=W/(VF)s=\sqrt{W/(VF)}:

s=100/E−10.4432=100/70.98−10.4432=0.9226 ⇒ F=WV s2=603.0350×0.92262=2.024s=\frac{100/E-1}{0.4432}=\frac{100/70.98-1}{0.4432}=0.9226\ \Rightarrow\ F=\frac{W}{V\,s^2}=\frac{603.0}{350\times 0.9226^2}=2.024

Step 3: Recirculation ratio

F=1+R(1+0.1R)2 ⇒ 0.01F R2+(0.2F−1)R+(F−1)=0F=\frac{1+R}{(1+0.1R)^2}\ \Rightarrow\ 0.01F\,R^2+(0.2F-1)R+(F-1)=0 0.0202R2−0.5952R+1.0242=0 ⇒ R=1.840.0202R^2 - 0.5952R + 1.0242 = 0\ \Rightarrow\ R=1.84

(The smaller root is taken; the other root, about 27.6, is not practical.)

Check: F(R=1.84)=2.024F(R=1.84)=2.024 and E=70.98%E=70.98\%, equal to the required 70.98%.

Answer: recirculation ratio required R≈1.84R \approx 1.84 (about 1.8).

✓ Answer checked by Claude Opus 5.5 (high effort)

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