2021
DOI: 10.1016/j.biortech.2021.125306
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Important effects of temperature on treating real municipal wastewater by a submerged anaerobic membrane bioreactor: Removal efficiency, biogas, and microbial community

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Cited by 53 publications
(18 citation statements)
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“…It was noted that the average COD removal efficiencies under 25 • C, 20 • C and 15 • C were equal to 90.0 ± 2.6%, 90.7 ± 2.6% and 84.5 ± 8.0%, respectively (Table 4). It can be inferred from these studies that the AnMBRs technology ensures a satisfactory effluent quality corresponding to the COD removal higher than 90% under the temperatures equal to and higher than 20 • C. This conclusion is in accordance with the results of another studies, wherein it was documented that, generally, at lower temperatures, the COD removal efficiencies is lower than 90% for both real [67,70,120,123,149,150,160,161] and synthetic [162] wastewaters (Table 4).…”
Section: Impact Of Temperaturesupporting
confidence: 89%
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“…It was noted that the average COD removal efficiencies under 25 • C, 20 • C and 15 • C were equal to 90.0 ± 2.6%, 90.7 ± 2.6% and 84.5 ± 8.0%, respectively (Table 4). It can be inferred from these studies that the AnMBRs technology ensures a satisfactory effluent quality corresponding to the COD removal higher than 90% under the temperatures equal to and higher than 20 • C. This conclusion is in accordance with the results of another studies, wherein it was documented that, generally, at lower temperatures, the COD removal efficiencies is lower than 90% for both real [67,70,120,123,149,150,160,161] and synthetic [162] wastewaters (Table 4).…”
Section: Impact Of Temperaturesupporting
confidence: 89%
“…In literature, there is a number of studies attempted to correlate the feed temperature with the efficiency of the AnMBRs used for the treatment of municipal wastewaters. For instance, Ji et al [149] successfully applied a submerged AnMBR for the long-term treatment of real municipal wastewater (Table 3). More specifically, the system was equipped with a hollow fiber PVDF membrane with a pore size of 0.4 µm.…”
Section: Impact Of Temperaturementioning
confidence: 99%
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“…These low yields are typical of those reported elsewhere for similar systems, including 0.11 g VSS g −1 COD for low-strength synthetic wastewater treatment at 25 • C and nearinfinite SRT [74]. Ji et al [73] found sludge yields of 0.12, 0.19 and 0.388 g VSS g −1 COD rem with real municipal wastewater at SRT of 93.9, 40.3 and 20.7 days; but the effect was confounded by accompanying changes in temperature from 25 to 20 and 15 • C and the system did not operate for 3 SRT in each set of conditions. Sludge yields of 0.07-0.11 g VSS g −1 COD rem were reported using the same wastewater at 25 • C for SRT from 65 days to near-infinite with HRT from 6-12 h and OLR between 0.7-1.5 g COD L −1 day −1 [28].…”
Section: Biomass Growth and Kineticssupporting
confidence: 79%
“…The applied SRT was not reported, however, thus it is likely that this was high and determined only by the withdrawal of samples for analysis. Similar trends in EPS and soluble microbial product concentrations were observed in two hollow fibre SAnMBR fed on synthetic wastewater at 25 and 35 • C with an SRT of 370 days [72], and in a hollow fibre SAnMBR fed on municipal wastewater at 25, 20 and 15 • C at SRT of 93.9, 40.3 and 20.7 days, respectively [73], although the operating periods under each set of conditions were less than 3 SRT. Kong et al [1] operated a 5 m 3 pilot-scale SAnMBR with a HFM unit on municipal wastewater for over 200 days at 25 • C. No change in EPS concentration was observed when HRT was varied between 6-24 h, but SRT was not reported.…”
Section: Extracellular Polymeric Substancessupporting
confidence: 71%