2013
DOI: 10.1016/j.ecoleng.2012.12.027
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The importance of the substrate ratio in the operation of the Anammox process in upflow biofilter

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Cited by 64 publications
(13 citation statements)
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“…The packing material provides surface area for biofilm attachment to perform the nitrogen removal process and promotes biomass retention of the slowly growing bacteria [102]. The UBF system has been successfully applied for the anammox process using conventional wastewater treatment plant sludge as the inoculum; the system was operated at pH 7.0-8.0 and 30-36˚C [85,103]. The anammox process in the UBF system showed a high NH 4 + -N removal efficiency of 89% at the optimum HRT (>4.6 h); however, further decreases in the HRT showed a drop in the removal efficiency [102].…”
Section: Upflow Biofilter (Ubf)mentioning
confidence: 99%
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“…The packing material provides surface area for biofilm attachment to perform the nitrogen removal process and promotes biomass retention of the slowly growing bacteria [102]. The UBF system has been successfully applied for the anammox process using conventional wastewater treatment plant sludge as the inoculum; the system was operated at pH 7.0-8.0 and 30-36˚C [85,103]. The anammox process in the UBF system showed a high NH 4 + -N removal efficiency of 89% at the optimum HRT (>4.6 h); however, further decreases in the HRT showed a drop in the removal efficiency [102].…”
Section: Upflow Biofilter (Ubf)mentioning
confidence: 99%
“…The suspended-type bioreactors includes the sequencing batch reactor (SBR) [10], [78][79][80][81], UASB [49,52,58,76], membrane bioreactor (MBR) [13], anaerobic membrane bioreactor (AnMBR) [5] and the gas-lift reactor [82,83]. The attached growth-type bioreactors, including the FBR [35], rotating biological contactor (RBC) [84] and upflow biofilter (UBF) [85], use supporting material to retain the anammox microbial population. Typical examples of bioreactor configurations used during anammox enrichment are discussed below, and the operating conditions applied for anammox enrichment in bioreactor systems in previous studies are summarized in Table 7.…”
Section: Anammox Enrichment In Bioreactor Systemsmentioning
confidence: 99%
“…With the increase in the CEA in stage II (phases I, II, and III), the contribution rate of anammox also slightly fluctuated, decreasing from 88.5% to 85.7% (Figure 4). Due to the insufficient amount of ammonium in the reactor, the activity of anammox bacteria was restricted [33] and nitrite was transformed into nitrogen through the denitrification process. Consequently, thiosulfate and organic matter were utilized for nitrite reduction, inducing the accumulation of nitrate in the reactor (Figure 3b).…”
Section: Cooperation and Competition Between Anammox And Denitrificationmentioning
confidence: 99%
“…Additionally, S/N ratio regulation promoted the occurrence of complete denitrification in phase IV and the corresponding contribution rate of denitrification to TN removal increased to 74.7%. The serious insufficiency of ammonium in the reactor clearly limited anammox [33] to and facilitated nitrite reduction through denitrification. Additionally, previous studies have demonstrated that high nitrite accumulation inhibits anammox [27,34], which was also demonstrated by the observed nitrite accumulation in the effluent (Figure 3b).…”
Section: Cooperation and Competition Between Anammox And Denitrificationmentioning
confidence: 99%
“…(1)). Many studies have been conducted to investigate the anammox process in various configurations, and these studies have revealed distinct reactor performances (Strous et al, 1998;Jin et al, 2013a;Abbas et al, 2015;Yang et al, 2015). Recent years, anammox process has been applied in full-scale treatment of ammonium-rich wastewater such as sludge digested liquor (van der Star et al, 2007;Joss et al, 2009;van Hulle et al, 2010) and landfill leachate .…”
Section: Introductionmentioning
confidence: 98%