[Start-up and Stable Operation of ABR-MBR Denitrifying Phosphorus Removal Process]

Huan Jing Ke Xue. 2019 Feb 8;40(2):808-815. doi: 10.13227/j.hjkx.201807181.
[Article in Chinese]

Abstract

The nitrogen and phosphorus removal characteristics during the start-up and the long-term operational stability of an anaerobic/anoxic (A/A) ABR coupled aerobic MBR system treating low C/N domestic wastewater were investigated. The results showed that the denitrifying phosphorus bacteria (DPBs) were successfully enriched within 46 d by controlling the nitrate recycling ratio (increasing from 150% to 300%), with a temperature of 30℃±2℃, volume loading rate of 0.8 kg·(m3·d)-1 and sludge reflux ratio of 80% in the ABR, sludge retention time (SRT) in the denitrifying phosphorus removal functional area of 25 d, and the dissolved oxygen (DO) of 1-2 mg·L-1 in the MBR. The net phosphorus release and phosphorus uptake of DPBs reached 20.56 mg·L-1and 27.74 mg·L-1, respectively. Batch tests demonstrated that about 84.8% of phosphorus-accumulating organisms (PAOs) could use NO3--N as an electron acceptor for denitrifying phosphorus removal. After 50 d of stable operation after the successful system start-up, the average removal rates of COD, NH4+-N, TN, and PO43--P were 91.8%, 99.0%, 71.5%, and 94.2%, respectively. The results also suggested that 0.83 mg·L-1NO3--N was consumed per 1 mg·L-1 PO43--P removed during the denitrifying phosphorus removal, indicating that the simultaneous nitrogen and phosphorus removal was achieved in the ABR-MBR system.

Keywords: denitrifying phosphorus removal; domestic wastewater; nitrate recycling ratio; sludge retention time; start-up.

MeSH terms

  • Bacteria
  • Bioreactors*
  • Denitrification*
  • Nitrogen
  • Phosphorus / isolation & purification*
  • Sewage
  • Waste Disposal, Fluid*
  • Wastewater

Substances

  • Sewage
  • Waste Water
  • Phosphorus
  • Nitrogen