Design of upflow anaerobic sludge blanket reactor (UASB)
Figure 4.6.1: Schematic diagram of up flow anaerobic sludge blanket (UASB)
Table 4.6.1. Recommended loading on UASB reactor based on the COD concentration
Where, COD: Chemical Oxygen Demand; OLR: Organic Loading Rate; SLR: Organic Loading on Sludge Blanket; HRT: Hydraulic Retention Time.
Important Design Points
Problem 4.6.1: Given that the influent to UASB reactor has following characteristics: BOD = 350 mg/l; COD = 820 mg/l, TSS= 395 mg/l, VSS= 270 mg/l, flow rate=8000 m3/d, depth of sludge blanket=2.2 m, reactor height (including settler)=5 m, effective coefficient (ratio of sludge to total volume in sludge blanket)= 0.85.
Determine HRT for sludge age of 30 days assuming 80% BOD removal efficiency; reactor area, and organic loading on reactor and the sludge blanket.
Solution:
Reactor area required:
Reactor area required =
Organic loading rate (OLR) =
Organic loading rate (OLR) =
Organic loading on sludge blanket (SLR)
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1. What is a UASB reactor? |
2. How does a UASB reactor work? |
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