Unravelling the impact of oxic-settling-anaerobic cycle implementation and solid retention time on sludge generation, membrane operation, and contaminant removal in membrane bioreactors

被引:2
|
作者
Morello, Raffaele [1 ,2 ]
Di Capua, Francesco [3 ]
Aktan, Cigdem Kalkan [4 ]
Yilmaz, Tulay [5 ,6 ]
Esposito, Giovanni [7 ]
Pirozzi, Francesco [7 ]
Fratino, Umberto [1 ]
Spasiano, Danilo [1 ]
Sahinkaya, Erkan [8 ]
机构
[1] Polytech Univ Bari, Dept Civil Environm Land Bldg Engn & Chem, Via E Orabona 4, I-70125 Bari, Italy
[2] Univ Bari, Dept Agr & Environm Sci Di SAAT, Via Amendola165-A, I-70126 Bari, Italy
[3] Univ Basilicata, Sch Engn, Via Ateneo Lucano 10, I-85100 Potenza, Italy
[4] Marmara Univ, Dept Environm Engn, TR-34722 Goztepe, Istanbul, Turkiye
[5] Istanbul Tech Univ, Environm Engn Dept, TR-34469 Maslak, Istanbul, Turkiye
[6] Istanbul Medeniyet Univ, Sci & Adv Technol Applicat & Res Ctr BILTAM, TR-34700 Istanbul, Turkiye
[7] Univ Naples Federico II, Dept Civil Architectural & Environm Engn, Via Claudio 21, I-80125 Naples, Italy
[8] Istanbul Medeniyet Univ, Bioengn Dept, Uskudar, Istanbul, Turkiye
关键词
Sewage sludge; Sludge minimization; Sludge retention time; Membrane bioreactor; Oxic-settling-anaerobic; EXCESS SLUDGE; OSA PROCESS; REDUCTION; PERFORMANCE; DEWATERABILITY; EFFICIENCY; SRT; CAS;
D O I
10.1016/j.cej.2024.153800
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Sewage sludge production represents a critical issue nowadays. The oxic-settling-anaerobic (OSA) system is a promising strategy for reducing sludge production during biological wastewater treatment. However, the distinct effect of OSA process and solid retention time (SRT) on sludge production has not been clarified yet. Therefore, during this study, the impacts of OSA system implementation at different SRT on sludge generation, membrane operation, and contaminant removal were elucidated in two lab-scale membrane bioreactors working at 20 d (MBR20) and 60 d (MBR60). After OSA implementation, the MBR-OSA20 and MBR-OSA60 were operated at a hydraulic retention time in the sludge holding tank (HRTSHT) of 6-12 h and of 6-24 h, respectively. The estimated observed sludge yield (Yobs) showed a reduction of 38-48 % for the MBR-OSA20, but no beneficial effect was observed for MBR-OSA60 at 6 h of HRTSHT. At the HRTSHT of 24 h, Yobs decreased by 17 % due to hydrolysis and acidogenic biomass fermentation. OSA implementation and long SRT had no negative effects on organic carbon and ammonium removal (96(+/- 3) % and 100 %, respectively) and improved total nitrogen (TN) reduction by 19-41 %. Membrane fouling and sludge filterability were not significantly affected, whereas sludge settleability worsened after the implementation of the OSA cycle. This activity provided additional insights about the distinct impact of the OSA process and SRT on sludge production and characteristics, confirming the OSA process as a valid solution for reducing sludge production under a moderate SRT, but revealing a negligible effect on Yobs under a prolonged SRT and a short HRTSHT.
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页数:11
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