Table 5.
Concentrations in influent and effluents and the removal efficiency by advanced biological methods
| Treatment process | SRT (days) | Removal efficiency (%) | Reference |
|---|---|---|---|
| Diclofenac | |||
| Full-scale WWTP | 14–16 | 68 | Kruglova et al. (2014) |
| Lab-scale SBR | 10–12 | 90 | Ribeiro et al. (2013) |
| Lab-scale MBR | 37 | 23 | Quintana et al. (2005) |
| Single-house MBR | >100 | 103 | Abegglen et al. (2009) |
| Lab-scale MBR, synthetic WW, HRT 24 h | 70 | 17.3 (mean) | Tadkaew et al. (2011) |
| E2 | |||
| Lab-scale MBR, synthetic WW, HRT 24 h | 70 | >99.4 | Tadkaew et al. (2011) |
| EE2 | |||
| Single-house MBR | >100 | 77 | Abegglen et al. (2009) |
| Lab-scale MBR, synthetic WW, HRT 24 h | 70 | 93.5 (mean) | Tadkaew et al. (2011) |
MBR membrane bioreactor, HRT hydraulic retention time, SBR sequential bioreactor; WW wastewater, WWTP wastewater treatment plant