Journal
BIORESOURCE TECHNOLOGY
Volume 98, Issue 4, Pages 798-807Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.biortech.2006.03.011
Keywords
wastewater; treatment; UASB; duckweed; production; faecal coliform; ammonia
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The pilot-scale wastewater treatment system used in this study comprised a 40-1 UASB reactor (6-h HRT) followed by three duckweed ponds in series (total HRT 15 days). During the warm season, the treatment system achieved removal values of 93%, 96% and 91% for COD, BOD and TSS, respectively. Residual values of ammonia, TKN and total phosphorus were 0.41 mg N/l, 4.4 mg N/l and 1.11 mg P/l, with removal efficiencies of 98%, 85% and 78%, respectively. The system achieved 99.998% faecal coliform removal during the warm season with final effluent containing 4 x 10(3) cfu/100 ml. During the winter, the system was efficient in removing COD, BOD and TSS but not nutrients. The system was deficient in the removal of faecal coliforms during the winter, producing effluent with 4.7 x 10(5) cfu/100 ml. During the warm season, the N removal consisted of 80% by plant uptake, 5% by sedimentation and 15% unaccounted for. A duckweed production rate of 33 t dry matter per hectare per 8 months was achieved. (c) 2006 Elsevier Ltd. All rights reserved.
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