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PERFORMANCE OF TWO STAGE UPFLOW ANAEROBIC SLUDGE BLANKET<br />

(UASB) TREATING COFFEE PULPING<br />

ABSTRACT: In this work it was evaluated the performance of two stage upflow<br />

anaerobic sludge blanquet (UASB), in lab scale, treating a liquid effluent from the coffee<br />

pulping, submitted to organic load rate of 5,76; 3,62; 3,86 and 2,16 kg COD (m 3 d) -1 in<br />

the first reactor. The medium values of total COD affluent varied from 15439 to 23041<br />

mg L -1 , and in the effluent from the reactors 1and 2, 1095 to 11506 mg L -1 , and 424 to<br />

9030 mg L -1 , respectively. The medium values of removal efficiences of total COD and<br />

TSS varied from 66 to 98% and 93 to 97%, respectively, in the system of treating with<br />

reactors UASB, in two stages. The content of methane varied from 69 to 89% in reactor<br />

1 and 52 to 73% in reactor 2 . The maximum volumetric methane production 0,563 m 3<br />

CH4 (m 3 reactor d) -1 was obtained with OLR of 3,86 kg COD (m 3 d) -1 and HDT of 124<br />

hours. Average pH values ranged from 4,7 to 7,7 and 4,9 to 8,0 for effluents of first and<br />

second reactors. Total volatile acid concentration was kept below 200 mg L -1 . The<br />

medium values of total phenols of affluent ranged from 79,9 to 97,4 mg L -1 , and the<br />

average removal efficiency ranged from 72 to 90% in the two stages upflow anaerobic<br />

sludge blanket (UASB).<br />

KEYWORDS: anaerobic digestion, phenols, coffee wastewater.

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