Comparison between aerobic and anoxic metabolism of denitrifying-EBPR sludge: effect of biomass poly-hydroxyalkanoates content.

Biomass with denitrifying phosphate uptake ability was tested under sequencing anaerobic-aerobic and anaerobic-anoxic conditions. The initial dose of acetate, under anaerobic conditions varied to achieve different PHA (poly-hydroxyalkanoates) saturation of PAO (polyphosphate accumulating organisms) cells. Increased acetate dosage under anaerobic conditions led to higher phosphate release and increased PHA storage by PAOs and, also, to greater phosphate uptake rates under the following aerobic and/or anoxic conditions. The experimental results also indicated that when organic carbon is limited under anaerobic conditions, more internal glycogen supplementary to polyphosphate cleavage is utilized by the biomass, resulting in less phosphate release and more PHA stored per acetate taken up. In the subsequent aerobic and/or anoxic phase PAOs demonstrate an improved EBPR (enhanced biological phosphorus removal) performance, with regard to PHA consumption per phosphate taken up, for reduced initial biomass PHA content under both aerobic and anoxic conditions. The examination of EBPR biomass under controlled operational conditions, where experimental analysis of the relevant compounds in the bulk phase (PO(4)(3-), NO(3)(-) and/or O(2)) in conjunction with the biomass intracellular products (PHA, glycogen), contributes to an improved understanding of the PAOs metabolic behavior, with regard to organic substrate availability.

Effect of basic operating parameters on biological phosphorus removal in a continuous-flow anaerobic-anoxic activated sludge system.

A continuous-flow anaerobic-anoxic (A2) activated sludge system was operated for efficient enhanced biological phosphorus removal (EBPR). Because of the system configuration with no aeration zones, phosphorus (P) uptake takes place solely under anoxic conditions with simultaneous denitrification. Basic operating conditions, namely biomass concentration, influent carbon to phosphorus ratio and anaerobic retention time were chosen as variables in order to assess their impact on the system performance. The experimental results indicated that maintenance of biomass concentration above 2,500 mg MLVSS/L resulted in the complete phosphate removal from the influent (i.e. 15 mg PO(4) (3-)-P/L) for a mean hydraulic residence time (HRT) of 15 h. Additionally, by increasing the influent COD/P ratio from 10 to 20 g/g, the system P removal efficiency was improved although the experimental results indicated a possible enhancement of the competition between phosphorus accumulating organisms (PAOs) and other microbial populations without phosphorus uptake ability. Moreover, because of the use of acetate (i.e. easily biodegradable substrate) as the sole carbon source in the system feed, application of anaerobic retention times greater than 2 h resulted in no significant release of additional P in the anaerobic zone and no further amelioration of the system P removal efficiency. The application of anoxic P removal resulted in more than 50% reduction of the organic carbon necessitated for nitrogen and phosphorus removal when compared to a conventional EBPR system incorporating aerobic phosphorus removal.

Comparison between UCT type and DPAO biomass phosphorus removal efficiency under aerobic and anoxic conditions.

Two different types of biomass, capable for Enhanced Biological Phosphorus Removal (EBPR), a UCT (University of Cape Town) type and a sludge enriched with DPAOs (Denitrifying Phosphorus Accumulating Organisms) were tested in batch reactors under specific operational and environmental conditions, in order to achieve a direct comparison of their phosphorus removal capability. Three types of batch reactors were operated, Anaerobic/Oxic (AO), Anaerobic/Anoxic (A2) and Anaerobic/Anoxic/Oxic (A2O), under controlled temperature and pH conditions. Maximum anaerobic specific phosphate release, substrate utilization, as well as denitrification and phosphate uptake rates under aerobic and anoxic conditions were determined and compared for the two different microbial populations. Experimental results indicated no significant difference between the anoxic and the aerobic phosphorus (P) uptake rates, respectively for DPAO and UCT sludge. The UCT sludge was also found to achieve anoxic P uptake, however to much less extend compared to the DPAO sludge. It has also been proved that anoxic P uptake seems to negatively affect the total P removal efficiency of this type of sludge, even under following aerobic conditions. Based on these findings, denitrifying phosphorus removal systems are proved comparable to conventional EBPR configurations (UCT), concerning phosphorus removal efficiency, while their operation is accompanied by potential advantages.