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Biological Fluidized-Bed Treatment of Wastewater from Byproduct Coking Operations: Full-Scale Case History
The Algoma Steel byproduct coke plant consists of three coke-oven batteries capable of producing approximately 3 000 t/d of coke. The source of the primary process wastewater from the coke plant is the excess flushing liquor or weak ammonia liquor produced during initial cooling of coke-oven gases....
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Published in: | Water environment research 1999-01, Vol.71 (1), p.5-9 |
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Main Authors: | , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that cite this one |
Online Access: | Get full text |
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Summary: | The Algoma Steel byproduct coke plant consists of three coke-oven batteries capable of producing approximately 3 000 t/d of coke. The source of the primary process wastewater from the coke plant is the excess flushing liquor or weak ammonia liquor produced during initial cooling of coke-oven gases. This raw liquor stream is directed to an ammonia still where ammonia is recovered through steam stripping. Wastewater is then directed to a biological treatment plant designed for phenolics removal. The biological treatment scheme used at Algoma is a fluidized-bed reactor (FBR) system. Design of the system anticipated a median phenolic load of 1 117 kg/d (2 463 lb/d), consisting of a phenolics concentration of 1 012 mg/L in the wastewater and a flow of 46.1${\rm m}^{3}/{\rm h}$(203 gpm). Nine days after start-up, the FBRs were receiving more than 40${\rm m}^{3}/{\rm h}$of wastewater containing 1 000 mg/L of phenolics and an approximately equal amount of clean mill water, added as dilution water for temperature control. Effluent from the system contained less than 5 mg/L phenolics. During a 6-week performance assessment of the system, which began approximately 2 weeks after process start-up, FBRs achieved more than 99% phenolics reduction based on diluted wastewater feed concentration. Approximately 5 weeks after process start-up, thiocyanate in the effluent was reduced to less than 5 mg/L, representing approximately 95% removal based on diluted wastewater feed concentration. At this time the biomass concentration, measured as volatile solids, in the FBRs was greater than 15 g/L. |
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ISSN: | 1061-4303 1554-7531 |
DOI: | 10.2175/106143099X121698 |