2011
DOI: 10.1016/j.cej.2011.09.080
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Upgrading the efficiency of an external nitrification BNR system – The modified Dephanox process

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Cited by 26 publications
(5 citation statements)
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“…The DEPHANOX (ANOXic DEPHosphation) system is an example of practical realisation of nitrification separated on biofilter in a flow system [21][22][23]. This system reduces general phosphorus by 71% with 7,8 mgP•gsmo -1 •d -1 of its intake, whereas the efficiency of nitrate nitrogen reduction reached about 60% with 30 mgNO 3 -N•gsmo -1 •d -1 speed of the process.…”
mentioning
confidence: 99%
“…The DEPHANOX (ANOXic DEPHosphation) system is an example of practical realisation of nitrification separated on biofilter in a flow system [21][22][23]. This system reduces general phosphorus by 71% with 7,8 mgP•gsmo -1 •d -1 of its intake, whereas the efficiency of nitrate nitrogen reduction reached about 60% with 30 mgNO 3 -N•gsmo -1 •d -1 speed of the process.…”
mentioning
confidence: 99%
“…It has been reported that different metabolic process of microorganisms in EBPR is related to different enzyme catalytic system; the exopolyphosphatase (PPX) and polyphosphate kinase (PPK) are identified to be important enzymes related to the process of P removal in EBPR [3]. For visualization of the specific microbe and characterization of microbial population involved in the P removal processes, the technology of fluorescent in situ hybridization (FISH) has been extensively used [5][6][7][8].…”
Section: Introductionmentioning
confidence: 99%
“…Although the COD concentration in the effluent from anoxic tank in the BNR-IC process proposed in this study increased slightly, the residual COD can mostly be biodegraded in the post-aeration tank (contributing to 9.6% of total COD removal efficiency found here). Generally, the post-aeration tank was often used as the key equipment for further nutrients removal and discharge to meet standard (Kapagiannidis et al 2011;Smidt, Parravicini 2009;zafiriadis et al 2012), thus resulting in enhancement of water quality of effluent before discharge to water bodies. In this BNR-IC system proposed here, NH 4 -N removal mainly occurred in the aerobic tank, accounting for 95.4% of total NH 4 -N removal efficiency, while TN and NO 3 -N were mostly removed in the anoxic phase, as shown in Table 2, Figure 4 and Figure 5, respectively, indicating that good nitrification and denitrifying nitrogen and phosphorus removal simultaneously performances were present in their respective tanks.…”
Section: Performance Of Bnr-ic Process In Each Stagementioning
confidence: 99%