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

• Published in: Bioprocess and biosystems engineering 2011-11, Vol.34 (9), p.1049-1056
• Main Authors: Zhang, Mingchuan, Lawlor, Peadar G., Wu, Guangxue, Lynch, Brendan, Zhan, Xinmin
• Format: Article
• Language: English
• Subjects: Aeration; Anaerobic digestion; Anaerobiosis; Animal wastes; Animals; Batch reactors; Biochemical oxygen demand; Bioengineering; Biological and medical sciences; Bioreactors; Biotechnology; Chemical oxygen demand; Chemistry; Chemistry and Materials Science; Environmental Engineering/Biotechnology; Equipment Design; Food Science; Fundamental and applied biological sciences. Psychology; Hogs; Hydrogen-Ion Concentration; Industrial and Production Engineering; Industrial Chemistry/Chemical Engineering; Load distribution; Manure; Manures; Methods. Procedures. Technologies; Models, Chemical; Nitrification; Nitrites - chemistry; Nitrogen; Nitrogen - chemistry; Nitrogen balance; Nitrogen removal; Nutrient removal; Organic loading; Organic matter; Original Paper; Oxygen - chemistry; Pig manure; Reactors; Swine; Time Factors; Various methods and equipments; Water Pollutants, Chemical; Water Purification - methods
• ISSN: 1615-7591; 1615-7605
• DOI: 10.1007/s00449-011-0556-5

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 (BOD 5 ) 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 BOD 5 :COD ratios (0.25). Synthetic wastewater, simulating the separated digestate liquid with similar COD and nitrogen concentrations but BOD 5 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.