4.7 Article

Low strength wastewater anammox start-up and stable operation by inoculating sponge-iron sludge: Cooperation of biological iron and iron bacteria

Journal

JOURNAL OF ENVIRONMENTAL MANAGEMENT
Volume 322, Issue -, Pages -

Publisher

ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD
DOI: 10.1016/j.jenvman.2022.116086

Keywords

Seeding sludge; Anammox bacteria (AnAOB); Iron bacteria; Fe cycling; Coupling system; Nitrogen removal

Funding

  1. National Natural Science Foundation of China [51768032]

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The application of Anammox technology combined with biological iron and iron bacteria in an iron sludge system was successfully started and stably operated, achieving efficient and stable nitrogen removal. Feammox and NOx-dependent Fe(II) oxidation made some contributions to TIN removal, but Anammox remained the primary nitrogen transformation pathway.
The application of anaerobic ammonium oxidation (Anammox) technology in low-strength wastewater treatment still faces difficult in-situ start-ups and unstable operations. Sponge-iron sludge (R1) was used as a novel inoculum to provide a promising solution. Conventional activated sludge (R0) was used as the control. However, little is known about the feasibility and performance during the start-up and operation of Anammox combined with biological iron and iron bacteria in an iron sludge system. Anammox was successfully started both in R1 (87 days) and R0 (89 days) with a low-strength influent (with a nitrogen loading rate (NLR) of 43.64 +/- 0.41 g N/(m(3).d)). During long-term operation, the R0 nevertheless produced higher nitrates (9.7 +/- 0.1 mg/L) than expected. In contrast, R1 presented no excess nitrate production (2.1 +/- 0.06 mg/L). The total inorganic nitrogen (TIN) removal efficiency increased from 78.2 +/- 7.1% in R0 to 86.1 +/- 4.3% in R1. The iron sludge in R1 was divided equally into three parts and three different nitrogen-feeding methods were used over the 34 days of operation, as follows: first using a mixture of ammonium (27.15 +/- 1.0 mg/L) and nitrite (32.7 +/- 1.7 mg/L), then only ammonium (27.15 +/- 1.0 mg/L) and lastly only nitrite (32.7 +/- 1.7 mg/L) as the influent. R1 was a coupled system composed of Anammox, Feammox, and NOx--dependent Fe(II) oxidation (NDFO). The contribution of Feammox and NDFO to TIN removal was 27.1 +/- 1.2% and 31.9 +/- 0.7%. However, Anammox was the primary nitrogen transformation pathway. X-ray diffraction (XRD) analysis shows that iron hydroxide (Fe(OH)(3)) and iron oxide hydroxide (FeOOH) were generated in R1. The produced Fe(OH)(3) and FeOOH were capable of participating in Feammox and formed a Fe(II)/Fe(III) cycle which further removed nitrogen. Therefore, a highly stable and impressive nitrogen removal performance was demonstrated in the iron sludge Anammox system under the cooperation of biological iron and iron bacteria. The study considered the enrichment of norank_c_OM190, Desulfuromonas, and Thiobacillus and their contribution to the Anammox, Feammox, and NDFO processes, respectively. This study provides a new perspective for the start-up and stable operation of low-strength wastewater Anammox engineering applications.

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