2019
DOI: 10.1016/j.jwpe.2019.100902
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Oxic settling anaerobic (OSA) process for excess sludge reduction: 16 months of management of a pilot plant fed with real wastewater

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Cited by 23 publications
(28 citation statements)
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“…In regards to phosphorus removal, Chudoba et al [21] pointed out that phosphate removal in the OSA type system could not be expected to exceed 50%. At the same time, Vitanza et al [29] also found phosphorus removal at very low rate 5.1 % whereas [33] also reported phosphorus removal to be lower in A+OSA (33.6%) than in the control system (43.9%). Temperatures over 30°C also lowers the metabolic activity of PAO [38], therefore no PO4-P release was observed in the anaerobic reactor and PO4-P removal entirely due to the heterotrophic biomass synthesis resulted in poor removal efficiency close to 60% throughout experiments in the study carried out by [36].…”
Section: Carbon and Nutrient Removal Efficiency In The Osa Processmentioning
confidence: 93%
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“…In regards to phosphorus removal, Chudoba et al [21] pointed out that phosphate removal in the OSA type system could not be expected to exceed 50%. At the same time, Vitanza et al [29] also found phosphorus removal at very low rate 5.1 % whereas [33] also reported phosphorus removal to be lower in A+OSA (33.6%) than in the control system (43.9%). Temperatures over 30°C also lowers the metabolic activity of PAO [38], therefore no PO4-P release was observed in the anaerobic reactor and PO4-P removal entirely due to the heterotrophic biomass synthesis resulted in poor removal efficiency close to 60% throughout experiments in the study carried out by [36].…”
Section: Carbon and Nutrient Removal Efficiency In The Osa Processmentioning
confidence: 93%
“…For instance, 35% of sludge reduction at the sludge age of 20 days was achieved by using real wastewater by reference [18] and his co-workers. Vitanza et al [29] evaluated 16 months of performance of an OSA pilot plant fed with real municipal wastewater. The observed yield varied between 0.112 and 0.465 gTSS/gCOD, showing that the excess sludge reduction due to the insertion of the sludge holding tank was 49.6 ± 20.7% compared to the conventional CAS system.…”
Section: The Potential Of the Osa Process In Terms Of Observed Sludge Yieldmentioning
confidence: 99%
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“…The excess sludge produced in wastewater treatment plants (WWTPs) is recognized as one of the most critical issues in the conventional activated sludge (CAS) process, both from an environmental and an economical point of view [1]. In an effort to minimize sludge yield, side-stream technologies have been developed, such as mechanical, physicochemical and biological methods.…”
Section: Introductionmentioning
confidence: 99%
“…This cyclic stress condition alters bacterial metabolism, leading to biomass reduction [3]. OSA is a cost-effective, in-situ process that does not have unfavorable effects on sludge settling properties and effluent quality and therefore has attracted several pilot and full-scale applications with the aim to reduce the excess sludge production [1,[3][4][5][6]. In recent years, the combination of the OSA process with other technologies capable of sludge volume reduction, such as thermal and mechanical treatment, was also studied [7,8].…”
Section: Introductionmentioning
confidence: 99%