Abstract
In this study, the effect of total dissolved solids (TDS) on the simultaneous removal of TDS and biological nitrogen was investigated in a bench-scale hybrid alternating aerobic/anoxic activated sludge-membrane bioreactor (AAA-MBR). The aerobic granular sludge was cultivated in an aerobic sequencing batch reactor with municipal wastewater (organic loading rate: 2.1−4.3 kg COD/m3 day) and used as a biosorbent for TDS removal in the pretreatment reactor. The AAA-MBR system, consisting of two AAA zones and a reaction zone where the membrane modules are submerged, was operated for 30 d under four TDS conditions (average TDS concentrations of 0, 2,003, 3,003, and 4,032 mg/L for Phase I, II, III, and IV, respectively). The influent wastewater was synthesized to simulate the reverse osmosis concentrate (ROC) obtained from a full-scale municipal wastewater reclamation plant that recycles secondary sewage effluents. The reduction efficiency of the chemical oxygen demand (COD) (>98.8% removal) and rate of nitrification (>93.9%) and denitrification (>86.1%) were not significantly influenced by the TDS concentration (<2,003 mg/L) of the influent. Thus, the AAA-MBR process could be an effective ROC recycling alternative to the conventional methods to reduce TDS content, COD, and biological nitrogen at a low cost with less consumption of chemical adsorbents or coagulants.
| Original language | English |
|---|---|
| Pages (from-to) | 16-25 |
| Number of pages | 10 |
| Journal | Desalination and Water Treatment |
| Volume | 125 |
| DOIs | |
| State | Published - Sep 2018 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 11 Sustainable Cities and Communities
Keywords
- AAerobic/anoxic
- Aerobic granular sludge
- Biological nitrogen removal
- Biosorption
- Membrane bioreactor
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