Abstract

In this study, a new structure of high-load membrane bioreactor (HLB-MR) was used to treat urban sewage, and the effects of dissolved oxygen (DO) on biological flocculation and membrane pollution were researched. Parallel comparative experiments were used to investigate the concentration and recovery efficiency of organic matter, the bioflocculation effect, the content of extracellular polymer substance (EPS), the concentration of metal cations, membrane fouling status and microbial community structure in the reactors under the conditions of 1–2 and 6–8 mg/L. The flocculation efficiency of HLB-MR was 83% and 89% when DO was 1–2 and 6–8 mg/L, respectively. Under DO of 6–8 mg/L, the contents of bound and free EPS in the HLB-MR were 15.64 mg/gVSS and 8.71 mg/L, respectively. These values were significantly higher than those obtained when DO was 1–2 mg/L (11.83 mg/gVSS and 6.56 mg/L, respectively). Moreover, the concentrations of magnesium and aluminum in the concentrate of the HLB-MR were significantly higher when DO was 6–8 mg/L. Under higher DO concentration, there would be more EPS combined with metal cations, and thus fixed in the sludge substrate, the process of which promoted the bioflocculation. Changes in the transmembrane pressure (TMP) showed that the HLB-MR at a higher DO concentration suffered more serious membrane fouling. The species difference between the supernatant and precipitate was more significant under a higher DO concentration. The plankton species in the supernatant, e.g., norank_p__Saccharibacteria, norank_f__Neisseriaceae, and 12up, were likely to exacerbate membrane fouling. However, the species in the precipitate like Trichococcus, Ornithinibacter, and norank_f__Saprospiraceae may have a positive effect on bioflocculation.

Highlights

  • With the increasing shortage of global resources, urban sewage should no longer be only considered as an object of “waste treatment”; rather, it should be considered a carrier of ample “resources and energy”

  • This study describes the development of high-loaded bioflocculation membrane reactor (HLB-MR) by controlling the extremely short hydraulic retention time (HRT) and the solids’ retention time (SRT)

  • After the sewage is evenly mixed in the raw tank, it is controlled by the peristaltic pump to enter the LDO reactor and the HDO reactor, respectively, and were kept running in parallel

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Summary

Introduction

With the increasing shortage of global resources, urban sewage should no longer be only considered as an object of “waste treatment”; rather, it should be considered a carrier of ample “resources and energy”. Pretreatment of coagulation helps in removing particles and colloids from the sewage and effectively mitigates membrane fouling [6,7,8,9] Drawbacks such as high cost, secondary fouling and possibly inhibited anaerobic energy production of organic matters arise when the coagulant is added. This study describes the development of high-loaded bioflocculation membrane reactor (HLB-MR) by controlling the extremely short hydraulic retention time (HRT) and the solids’ retention time (SRT) The idea behind this was to flocculate the SOM and COM in the wastewater by utilizing the EPS produced by the microorganisms. This would mitigate fouling in the membrane separation and concentrate and recover the organic matter present in the wastewater for subsequent anaerobic energy production

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