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Strength characterization of full-scale aerobic granular sludge

Version 3 2020-05-12, 13:15
Version 2 2018-11-15, 15:47
Version 1 2018-11-01, 01:43
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posted on 2020-05-12, 13:15 authored by Danny R. de Graaff, Edward J. H. van Dijk, Mark C. M. van Loosdrecht, Mario Pronk

For a stable operation, the aerobic granular sludge process requires mechanically strong granules in balance with the shear forces in the reactor. Despite a wide general interest in granular stability, the mechanical strength of both anaerobic and aerobic granular sludge received very little attention. In this study, a high-shear method for strength characterization has been evaluated for full-scale aerobic granular sludge (AGS). Abrasion times up to 90 min showed a stable abrasion rate coefficient (K), while prolonged periods of abrasion up to 24 h resulted in a decrease in abrasion rate. Larger granules have higher abrasion rate than smaller granules. No abrasion was observed at low shear rates, indicating a threshold shear rate for abrasion. Lab-scale AGS showed a lower abrasion rate than full-scale AGS. Incubation of full-scale granules in NaCl led to a decrease in abrasion rate at 25 g L−1 NaCl, but incubation in 50 g L−1 NaCl led to a further decrease for only half of the tested granular sludge samples.

Funding

This research is financed by the Netherlands Organisation for Scientific Research, which is partly funded by the Ministry of Economic Affairs, and co-financed by the Netherlands Ministry of Infrastructure and Environment and partners of the Dutch Water Nexus consortium. This work was supported by Stichting voor de Technische Wetenschappen [grant number 14300].

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