Abstract
The concept of one-stage reactor system for biological nitrogen removal over nitrite of ammonium high loaded sidestreams is going to be applied to remove nitrogen from anaerobically digested sewage sludge and to achieve its complete stabilisation. Dealing with sludge, the organic matter needed to denitrify is present in the inflow as particulate substrate, which requires a hydrolysis step. The latter implies high anoxic hydraulic retention time (HRT). During both aerobic and anoxic phases, ammonium is released which implies the need to enlarge aerobic HRT. Both effects lead to a total HRT higher than those for nitrification–denitrification of wastewater with soluble substrate. The purpose of this paper is to define, by computer simulation, a set of theoretical criteria, which will be applied later to the operation of a pilot-scale post-aeration reactor to be located in a Spanish WWTP. These criteria will be defined by simulating the reactor performance under different operating conditions. As a conclusion, some operation guidelines have been established for the above-mentioned scenario in terms of aerobic and anoxic retention time, dissolved oxygen concentration and effluent requirements (NH4 +, NO2 − and NO3 −).
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References
Al-Ghusain I, Hamoda MF, Ei-Ghany MA (2002) Nitrogen transformations during aerobic/anoxic sludge digestion. Bioresour Technol 85(2):147–154
Al-Ghusain I, Hamoda MF, Ei-Ghany MA (2004) Performance characteristics of aerobic/anoxic sludge digestion at elevated temperatures. Environ Technol 25(5):501–511
Aymerich E, Barrena I, Etxeberria A, García-Heras JL (2010) A new methodology to calibrate the disintegration/hydrolysis step of the ADM1 for sewage sludge. In: 12th world congress on anaerobic digestion (AD12), October 31st to November 4th, Guadalajara (Mexico)
Batstone DJ, Keller J, Angelidaki I, Kalyuzhnyi SV, Pavlostathis SG, Rozzi A, Sanders WTM, Siegrist H, Vavilin VA (2002) Anaerobic digestion model no. 1. Scientific and Technical Report No. 13. IWA Publishing, London
De Gracia M, Sancho L, García-Heras JL, Vanrolleghem P, Ayesa E (2006) Mass and charge conservation check in dynamic models: application to the new ADM1 model. Water Sci Technol 53(1):225–240
De Kreuk MK, Kishida N, Van Loosdrecht MCM (2007) Aerobic granular sludge-state of the art. Water Sci Technol 55(8–9):75–81
Fux C, Boehler M, Huber P, Brunner I, Siegrist H (2002) Biological treatment of ammonium-rich wastewater by partial nitritation and subsequent anaerobic ammonium oxidation (anammox) in a pilot plant. J Biotechnol 99(3):295–306
Gut L, Plaza E, Trela J, Hultman B, Bosander J (2006) Combined partial nitritation/Anammox system for treatment of digester supernatant. Water Sci Technol 53(12):149–159
Hao JO, Kim MH (1990) Continuous pre-anoxic and aerobic digestion of waste activated sludge. J Environ Eng 116(5):863–879
Hao JO, Kim MH, Al-Ghusain I (1991) Alternating aerobic and anoxic digestion of waste activated sludge. J Chem Technol Biotechnol 52(4):457–472
Hashimoto S, Fujita M, Terai K (1982) Stabilization of waste activated sludge through the anoxic-aerobic digestion process. Biotechnol Bioeng 24(8):1789–1802
Hellinga C, Schellen AAJC, Mulder JW, van Loosdrecht MCM, Heijnen JJ (1998) The SHARON process: an innovative method for nitrogen removal from ammonium-rich waste water. Water Sci Technol 37(9):135–142
Henze M, Gujer W, Mino T, Van Loosdrecht MCM (2000) Activated sludge models ASM1, ASM2, ASM2d and ASM3. Scientific and Technical Report No. 9. IWA Publishing, London
Kevbrina MV, Nikolaev YA, Danilovich DA, Vanyushina AY (2011) Aerobic biological treatment of thermophilically digested sludge. Water Sci Technol 63(10):2340–2345
Lopez de Armentia T, Larrea L (2009) Potential of hybrid processes for nitrogen removal from swine wastewater. Water Pract Technol 4(3):046
López de Armentia MT (2011) Comportamiento de procesos híbridos para la eliminación de nitrógeno de purines de cerdo operados con carga aplicada óptima. PhD Thesis, University of Navarra, Spain
Parravicini V, Svardal K, Kroiss H (2006) Evaluating the stabilisation degree of digested sewage sludge: investigation at four municipal wastewater treatment plants. Water Sci Technol 53(8):81–90
Parravicini V, Svardal K, Hornek R, Kroiss H (2008) Aeration of anaerobically digested sewage sludge for COD and nitrogen removal: optimization at large-scale. Water Sci Technol 57(2):257–264
Peddie CC, Mavinic DS (1990) Pilot-scale evaluation of aerobic-anoxic sludge digestion. Can J Civ Eng 17(1):68–78
Sin G, Kaelin D, Kampschreur MJ, Takács I, Wett B, Gernaey KV, Rieger L, Siegrist H, van Loosdrecht MCM (2008) Modelling nitrite in wastewater treatment systems: a discussion of different modelling concepts. Water Sci Technol 58(6):1155–1171
Van Hulle SWH, Vandeweyer HJP, Meesschaert BD, Vanrolleghem PA, Dejans P, Dumoulin A (2010) Engineering aspects and practical application of autotrophic nitrogen removal from nitrogen rich streams. Chem Eng J 162(1):1–20
Van Kempen R, Mulder JOJ, Uijterlinde CA, Van Loosdrecht MCM (2001) Overview: full scale experience of the SHARON process for treatment of rejection water of digested sludge dewatering. Water Sci Technol 44(1):145–152
Wareham DG, Mavinic DS, Hall KJ (1993) Real-time control of aerobic-anoxic sludge digestion using ORP. J Environ Eng 119(1):120–136
Wareham DG, Mavinic DS, Hall KJ (1994) Sludge digestion using ORP-regulated aerobic-anoxic cycles. Water Res 28(2):373–384
Wett B (2007) Development and implementation of a robust deammonification process. Water Sci Technol 56(7):81–88
Wyffels S, Van Hulle SWH, Boeckx P, Volcke EIP, Van Cleemput O, Vanrolleghem PA, Verstraete W (2004) Modelling and simulation of oxygen-limited partial nitritation in a membrane assisted bioreactor (MBR). Biotechnol Bioeng 86(5):531–542
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Morras, M., Larrea, L. & García-Heras, J.L. Model-based operational guidelines of a bioprocess for biological nitrogen removal and complete stabilisation of anaerobically digested sewage sludge. Bioprocess Biosyst Eng 37, 1345–1352 (2014). https://doi.org/10.1007/s00449-013-1107-z
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DOI: https://doi.org/10.1007/s00449-013-1107-z