Start-up of PN-anammox system under low inoculation quantity and its restoration after low-loading rate shock

Guoliang Zhang , Liang Zhang , Xiaoyu Han , Shujun Zhang , Yongzhen Peng

Front. Environ. Sci. Eng. ›› 2021, Vol. 15 ›› Issue (2) : 32

PDF (1368KB)
Front. Environ. Sci. Eng. ›› 2021, Vol. 15 ›› Issue (2) : 32 DOI: 10.1007/s11783-020-1324-z
RESEARCH ARTICLE
RESEARCH ARTICLE

Start-up of PN-anammox system under low inoculation quantity and its restoration after low-loading rate shock

Author information +
History +
PDF (1368KB)

Abstract

• PN-A was start-up under low inoculation amount and a higher NRR was achieved.

• PN-anammox system was successfully restored by aggressive sludge discharge.

• Increase in granular sludge was the important factor to rapid recovery.

• Enrichment of AOB and AnAOB in granular sludge favors the stable operation.

Partial nitritation (PN)-anaerobic ammonium oxidation (anammox) is a promising pathway for the biological treatment of wastewater. However, the destruction of the system caused by excessive accumulation of nitrate in long-term operation remains a challenge. In this study, PN-anammox was initialized with low inoculation quantity in an air-lift reactor. The nitrogen removal rate of 0.71 kgN/(m3·d) was obtained, which was far higher than the seed sludge (0.3 kgN/(m3·d)). Thereafter, excess nitrate build-up was observed under low-loading conditions, and recovery strategies for the PN-anammox system were investigated. Experimental results suggest that increasing the nitrogen loading rate as well as the concentration of free ammonium failed to effectively suppress the nitrite oxidation bacteria (NOB) after the PN-anammox system was disrupted. Afterwards, effluent back-flow was added into the reactor to control the up-flow velocity. As a result, an aggressive discharge of sludge that promoted the synergetic growth of functional bacteria was achieved, leading to the successful restoration of the PN-anammox system. The partial nitritation and anammox activity were in balance, and an increase in nitrogen removal rate up to 1.07 kgN/(m3·d) was obtained with a nitrogen removal efficiency of 82.4% after recovery. Besides, the proportion of granular sludge (over 200 mm) increased from 33.67% to 82.82%. Ammonium oxidation bacteria (AOB) along with anammox bacteria were enriched in the granular sludge during the recovery period, which was crucial for the recovery and stable operation of the PN-anammox system.

Graphical abstract

Keywords

PN-anammox / Granular sludge / Excess nitrate build-up / Recovery strategy for partial nitrification / Aggressive discharge of sludge

Cite this article

Download citation ▾
Guoliang Zhang, Liang Zhang, Xiaoyu Han, Shujun Zhang, Yongzhen Peng. Start-up of PN-anammox system under low inoculation quantity and its restoration after low-loading rate shock. Front. Environ. Sci. Eng., 2021, 15(2): 32 DOI:10.1007/s11783-020-1324-z

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

Abma W R, Driessen W, Haarhuis R, van Loosdrecht M C M (2010). Upgrading of sewage treatment plant by sustainable and cost-effective separate treatment of industrial wastewater. Water Science and Technology, 61(7): 1715–1722

[2]

APHA (American Public Health Association) 1998. Standard Methods for the Examination of Water and Wastewater, 20th ed. Washington, DC: American Public Health Association

[3]

Feng Y, Lu X, Al-Hazmi H, Makinia J (2017). An overview of the strategies for the deammonification process start-up and recovery after accidental operational failures. Reviews in Environmental Science and Biotechnology, 16(3): 541–568

[4]

Han M, Vlaeminck S E, Al-Omari A, Wett B, Bott C, Murthy S, De Clippeleir H (2016). Uncoupling the solids retention times of flocs and granules in mainstream deammonification: A screen as effective out-selection tool for nitrite oxidizing bacteria. Bioresource Technology, 221: 195–204

[5]

He S, Zhang Y, Niu Q, Ma H, Li Y (2016). Operation stability and recovery performance in an anammox EGSB reactor after pH shock. Ecological Engineering, 90: 50–60

[6]

Innerebner G, Insam H, Franke-Whittle I H, Wett B (2007). Identification of anammox bacteria in a full-scale deammonification plant making use of anaerobic ammonia oxidation. Systematic and Applied Microbiology, 30(5): 408–412

[7]

Jardin N, Hennerkes J (2012). Full-scale experience with the deammonification process to treat high strength sludge water: A case study. Water Science and Technology, 65(3): 447–455

[8]

Kang D, Lin Q, Xu D, Hu Q, Li Y, Ding A, Zhang M, Zheng P (2018). Color characterization of anammox granular sludge: Chromogenic substance, microbial succession and state indication. Science of the Total Environment, 642(15): 1320–1327

[9]

Lackner D, Gilbert E M, Vlaeminck S E, Joss A, Horn H, van Loosdrecht M C M (2014). Full-scale partial nitritation/anammox experiences: An application survey. Water Research, 55: 292–303

[10]

Lackner S, Terada A, Horn H, Henze M, Smets B F (2010). Nitritation performance in membrane-aerated biofilm reactors differs from conventional biofilm systems. Water Research, 44(20): 6073–6084

[11]

Li J, Li J, Gao R, Wang M, Yang L, Wang X, Zhang L, Peng Y (2018). A critical review of one-stage anammox processes for treating industrial wastewater: Optimization strategies based on key functional microorganisms. Bioresource Technology, 265: 498–505

[12]

Li J, Li J, Peng Y, Wang S, Zhang L, Yang S, Li S (2020). Insight into the impacts of organics on anammox and their potential linking to system performance of sewage partial nitrification-anammox (PN/A): A critical review. Bioresource Technology, 300: 122655

[13]

Li J, Peng Y, Zhang L, Liu J, Wang X, Gao R, Pang L, Zhou Y (2019a). Quantify the contribution of anammox for enhanced nitrogen removal through metagenomic analysis and mass balance in an anoxic moving bed biofilm reactor. Water Research, 160: 178–187

[14]

Li J, Zhang L, Peng Y, Yang S, Wang X, Li X, Zhang Q (2019b). NOB suppression in partial nitritation-anammox (PNA) process by discharging aged flocs: Performance and microbial community dynamics. Chemosphere, 227: 26–33

[15]

Lin X, Wang Y (2017). Microstructure of anammox granules and mechanisms endowing their intensity revealed by microscopic inspection and rheometry. Water Research, 120: 22–31

[16]

Miao Y, Peng Y, Zhang L, Li B, Li X, Wu L, Wang S (2018). Partial nitrification-anammox (PNA) treating sewage with intermittent aeration mode: Effect of influent C/N ratios. Chemical Engineering Journal, 334: 664–672

[17]

Miao Y, Zhang L, Yang Y, Peng Y, Li B, Wang S, Zhang Q (2016). Start-up of single-stage partial nitrification-anammox process treating low-strength swage and its restoration from nitrate accumulation. Bioresource Technology, 218: 771–779

[18]

Niu Q, He S, Zhang Y, Ma H, Liu Y, Li Y (2016). Process stability and the recovery control associated with inhibition factors in a UASB-anammox reactor with a long-term operation. Bioresource Technology, 203: 132–141

[19]

Park S, Bae W (2009). Modeling kinetics of ammonium oxidation and nitrite oxidation under simultaneous inhibition by free ammonia and free nitrous acid. Process Biochemistry (Barking, London, England), 44(6): 631–640

[20]

Poot V, Hoekstra M, Geleijnse M A A, van Loosdrecht M C M, Pérez J (2016). Effects of the residual ammonium concentration on NOB repression during partial nitritation with granular sludge. Water Research, 106: 518–530

[21]

Ren L, Lv L, Kang Q, Gao B, Ni S, Chen Y, Xu S (2018). Microbial dynamics of biofilm and suspended flocs in anammox membrane bioreactor: The effect of non-woven fabric membrane. Bioresource Technology, 247: 259–266

[22]

Rosso D, Lothman S E, Jeung M K, Pitt P, Gellner W J, Stone A L, Howard D (2011). Oxygen transfer and uptake, nutrient removal, and energy footprint of parallel full-scale IFAS and activated sludge processes. Water Research, 45(18): 5987–5996

[23]

Sánchez Guillén J A, Lopez Vazquez C M, de Oliveira Cruz L M, Brdjanovic D, van Lier J B (2016). Long-term performance of the Anammox process under low nitrogen sludge loading rate and moderate to low temperature. Biochemical Engineering Journal, 110: 95–106

[24]

Schaubroeck T, De Clippeleir H, Weissenbacher N, Dewulf J, Boeckx P, Vlaeminck S E, Wett B (2015). Environmental sustainability of an energy self-sufficient sewage treatment plant: Improvements through DEMON and co-digestion. Water Research, 74: 166–179

[25]

Sheng B, Wang D, Liu X, Yang G, Zeng W, Yang Y, Meng F (2020). Taxonomic and functional variations in the microbial community during the upgrade process of a full-scale landfill leachate treatment plant—from conventional to partial nitrification-denitrification. Frontiers of Environmental Science & Engineering, 14, 93

[26]

Shi Y, Wells G, Morgenroth E (2016). Microbial activity balance in size fractionated suspended growth biomass from full-scale sidestream combined nitritation-anammox reactors. Bioresource Technology, 218: 38–45

[27]

Spieck E, Hartwig C, McCormack I, Maixner F, Wagner M, Lipski A, Daims H (2006). Selective enrichment and molecular characterization of a previously uncultured Nitrospira-like bacterium from activated sludge. Environmental Microbiology, 8(3): 405–415

[28]

Vadivelu V M, Keller J, Yuan Z (2007). Effect of free ammonia on the respiration and growth processes of an enriched Nitrobacter culture. Water Research, 41(4): 826–834

[29]

van der Star W R L, Strous M, Picioreanu C, Mulder J, van Loosdrecht M C M, Abma W R, Blommers F, Tokutomi T (2007). Startup of reactors for anoxic ammonium oxidation: Experiences from the first full-scale anammox reactor in Rotterdam. Water Research, 41(18): 4149–4163

[30]

van Dongen U, Jetten M S, van Loosdrecht M C (2001). The SHARON-Anammox process for treatment of ammonium rich wastewater. Water Science and Technology, 44(1): 153–160

[31]

Varas R, Guzmán-Fierro V, Giustinianovich E, Behar J, Fernández K, Roeckel M (2015). M. Startup and oxygen concentration effects in a continuous granular mixed flow autotrophic nitrogen removal reactor. Bioresource Technology, 190: 345–351

[32]

Wang Z, Zhang L, Zhang F, Jiang H, Ren S, Wang W, Peng Y (2020). Nitrite accumulation in comammox-dominated nitrification-denitrification reactors: Effects of DO concentration and hydroxylamine addition. Journal of Hazardous Materials, 384: 121375

[33]

Winkler M K H, Kleerebezem R, van Loosdrecht M C M (2012). Integration of anammox into the aerobic granular sludge process for main stream wastewater treatment at ambient temperatures. Water Research, 46(1): 136–144

[34]

Yang Y, Zhang L, Shao H, Zhang S, Gu P, Peng Y (2017). Enhanced nutrients removal from municipal wastewater through biological phosphorus removal followed by partial nitritation/anammox. Frontiers of Environmental Science & Engineering, 11(2): 8

[35]

Zhang L, Liu M, Zhang S, Yang Y, Peng Y (2015). Integrated fixed-biofilm activated sludge reactor as a powerful tool to enrich anammox biofilm and granular sludge. Chemosphere, 140: 114–118

[36]

Zhang Y, Wang Y, Yan Y, Han H, Wu M (2019). Characterization of CANON reactor performance and microbial community shifts with elevated cod/n ratios under a continuous aeration mode. Frontiers of Environmental Science & Engineering, 13(1): 7

[37]

Zheng B, Zhang L, Guo J, Zhang S, Yang A, Peng Y (2016). Suspended sludge and biofilm shaped different anammox communities in two pilot-scale one-stage anammox reactors. Bioresource Technology, 211: 273–279

RIGHTS & PERMISSIONS

Higher Education Press

AI Summary AI Mindmap
PDF (1368KB)

2873

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/