Performance of a Process Consisted of UASB Reactor and Trickling Filter for Swine Wastewater Treatment.
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概要
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The performance of a swine wastewater treatment process composed of an upflow sedimentation tank for pretreatment, an UASB reactor, and a trickling filter for post treatment was examined using a pilot plant. The UASB reactor has a volume of 1 m<SUP>3</SUP> (0.6 m diameter × 3.5 m height), 48 hrs for hydraulic retention time (HRT) and 25°C in reactor temperature. The trickling filter was 0.6 m in diameter and 2 m in height. The operation of the pilot plant was carried out from February 1998 to July 1998 with supplying 0.5 m<SUP>3</SUP>/day wastewater discharged from a swine barn. Water quality of influent was 5, 000-30, 000 mg/<I>l</I> for suspended solids, 10, 000-30, 000 mg/<I>I</I> for COD<SUB>Cr</SUB>, 3, 000-10, 000 mg/<I>l</I> for BOD, 200-400 mg/<I>l</I> for total phosphorus, and 600-1, 500 mg/<I>l</I> for total nitrogen. Effluent water quality was 200-600 mg/<I>l</I> for suspended solid, 500-2000 mg/<I>l</I> for COD<SUB>Cr</SUB>, 100-300 mg/<I>l</I> for BOD, 80-100 mg/<I>l</I> for total phosphorus and 400-600 mg/<I>l</I> for total nitrogen. The removal efficiency of BOD was 80-95% by the UASB reactor and 97-99% by the total process. Methane gas production was about 1 m<SUP>3</SUP>/m<SUP>3</SUP>-reactor·day during the initial stage and declined gradually with the dropping of influent BOD. Sulfide contained in biogas was removed from 3, 000 ppm to less than 2 ppm by a packed column type H<SUB>2</SUB>S remover in which the effluent was spreaded continuously.
- 日本水処理生物学会の論文
日本水処理生物学会 | 論文
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