Calculate effluent B.O.D of a two-stage trickling filter with the following data: Q=3.15 m/min, Ci= 290 mg/L, V=830 m³ (each) Filter depth=2 m, ri=1.25 and r2=1

Structural Analysis
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Chapter2: Loads On Structures
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Calculate effluent B.O.D of a two-stage trickling filter with the following data:

Q=3.15 ?3/min, ??= 290 mg/L, V=830 ?3 (each)

Filter depth=2 m, ?1=1.25 and ?2=1

Calculate effluent B.O.D of a two-stage trickling filter with the following data:
Q=3.15 m3/min, Ci= 290 mg/L. V=830 m3 (each)
Filter depth=2 m, ri=1.25 and r2=1
Transcribed Image Text:Calculate effluent B.O.D of a two-stage trickling filter with the following data: Q=3.15 m3/min, Ci= 290 mg/L. V=830 m3 (each) Filter depth=2 m, ri=1.25 and r2=1
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