Partial nitrification and nutrient removal in intermittently aerated sequencing batch reactors treating separated digestate liquid after anaerobic digestion of pig manure

被引:57
|
作者
Zhang, Mingchuan [1 ,2 ]
Lawlor, Peadar G. [2 ]
Wu, Guangxue [3 ]
Lynch, Brendan [2 ]
Zhan, Xinmin [1 ]
机构
[1] Natl Univ Ireland, Coll Engn & Informat, Galway, Ireland
[2] TEAGASC, Anim & Grassland Res & Innovat Ctr, Pig Dev Dept, Fermoy, Co Cork, Ireland
[3] Tsinghua Univ, Grad Sch Shenzhen, Res Ctr Environm Engn & Management, Shenzhen 518055, Peoples R China
关键词
Intermittent aeration; Nitrogen removal; Partial nitrification; Pig manure; Separated digestate liquid; SLAUGHTERHOUSE WASTE-WATER; NITROGEN REMOVAL; DENITRIFICATION; PRETREATMENT; AMMONIUM; SLUDGE; SLURRY; IMPACT;
D O I
10.1007/s00449-011-0556-5
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
The performance of an intermittently aerated sequencing batch reactor (IASBR) technology was investigated in achieving partial nitrification, organic matter removal and nitrogen removal from separated digestate liquid after anaerobic digestion of pig manure. The wastewater had chemical oxygen demand (COD) concentrations of 11,540 +/- 860 mg/L, 5-day biochemical oxygen demand (BOD5) concentrations of 2,900 +/- 200 mg/L and total nitrogen (TN) concentrations of 4,041 +/- 59 mg/L, with low COD:N ratios (2.9) and BOD5: COD ratios (0.25). Synthetic wastewater, simulating the separated digestate liquid with similar COD and nitrogen concentrations but BOD5 of 11,500 +/- 100 mg/L, was also treated using the IASBR technology. At a mean organic loading rate of 1.15 kg COD/(m(3) d) and a nitrogen loading rate of 0.38 kg N/(m(3) d), the COD removal efficiency was 89.8% in the IASBR (IASBR-1) treating digestate liquid and 99% in the IASBR (IASBR-2) treating synthetic wastewater. The IASBR-1 effluent COD was mainly due to inert organic matter and can be further reduced to less than 40 mg/L through coagulation. The partial nitrification efficiency of 71-79% was achieved in the two IASBRs and one cause for the stable long-term partial nitrification was the intermittent aeration strategy. Nitrogen removal efficiencies were 76.5 and 97% in IASBR-1 and IASBR-2, respectively. The high nitrogen removal efficiencies show that the IASBR technology is a promising technology for nitrogen removal from low COD: N ratio wastewaters. The nitrogen balance analysis shows that 59.4 and 74.3% of nitrogen removed was via heterotrophic denitrification in the non-aeration periods in IASBR-1 and IASBR-2, respectively.
引用
收藏
页码:1049 / 1056
页数:8
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