Abstract

To understand the long-term stability of nitrifying granules in a membrane bioreactor (GMBR), a membrane module was submerged in an airlift reactor to eliminate the hydraulic selection pressure that was believed to be the driving force of aerobic granulation. The long-term monitoring results showed that the structure of nitrifying granules could remain stable for 305 days in the GMBR without hydraulic selection pressure; however, the majority of the granule structure was actually inactive due to mass diffusion limitation. As a consequence, active biomass free of mass diffusion limitation only inhabited the top 60–80 µm layer of the nitrifying granules. There was a dynamic equilibrium between bioflocs and membrane, i.e., 25% of bioflocs attached on the membrane surface within the last nine days of the backwash cycle in synchronization with the emergence of a peak of soluble extracellular polymeric substances (sEPS), with a concentration of around 47 mg L−1. Backwash can eventually detach and return these bioflocs to the bulk solution. However, the rate of membrane fouling did not change with and without the biofloc attachment. In a certain sense, the GMBR investigated in this study functioned in a similar fashion as an integrated fixed-film activated sludge membrane bioreactor and thus defeated the original purpose of GMBR development. The mass diffusion problem and sEPS production should be key areas of focus in future GMBR research.

Highlights

  • Aerobic granulation technology has been developed for two decades for the advantage of granular sludge over activated sludge in terms of settleability, filterability, biomass retention, and resistance to shock loading [1]

  • The experiment in this study eliminated all hydraulic selection pressure by inserting an ultrafiltration membrane into the airlift reactor to turn it into a granule membrane bioreactor (GMBR), which was operated for another 305 days to check whether nitrifying granules can still remain structurally stable

  • It is our intention to use this study to verify the validity of conventional aerobic granulation theory and discuss the perspective of GMBR that has been pursued in recent years

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Summary

Introduction

Aerobic granulation technology has been developed for two decades for the advantage of granular sludge over activated sludge in terms of settleability, filterability, biomass retention, and resistance to shock loading [1]. Granules with mass diffusion limitation are unable to compete with bioflocs in terms of growth without the facilitation of hydraulic selection pressure [2] For this reason, it was reported that aerobic granules could not remain structurally stable for more than 80 days within MBRs operated without hydraulic selection pressure because the submerged membrane module retained both granules and bioflocs within the same reactor without selection [3,4,5]. Our recent study demonstrated that nitrifying granules have remained stable within a completely mixed airlift reactor for 340 days under minimum hydraulic selection pressure in terms of the surface overflow rate (SOR) as low as 0.04 m h−1 [6]. It is our intention to use this study to verify the validity of conventional aerobic granulation theory and discuss the perspective of GMBR that has been pursued in recent years

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