4.7 Article

Dyeing and finishing wastewater treatment via a low-cost hybrid process of hydrolysis-acidification and alternately anoxic/oxic sequencing batch reactor with synchronous coagulation

Journal

JOURNAL OF WATER PROCESS ENGINEERING
Volume 49, Issue -, Pages -

Publisher

ELSEVIER
DOI: 10.1016/j.jwpe.2022.102939

Keywords

Dyeing and finishing wastewater; Hydrolysis acidification; Alternately anoxic/oxic sequencing batch reactor; Synchronous coagulation; Three-dimensional fluorescence spectroscopy

Funding

  1. National Natural Science Foundation of China [52170071]
  2. Science and Technology Planning Project of Guangdong Province [2020A1414010189]
  3. Science and Technology Planning Project of Guangzhou Municipality [202002030150]
  4. 100-Talent Program of Guangzhou University [RQ2020103]

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In this study, a low-cost hybrid process of hydrolysis-acidification and alternately anoxic/oxic sequencing batch reactor (HA + A/O-SBR) with synchronous coagulation was optimized for pre-treated dyeing and finishing wastewater (DFW) to meet the stringent direct discharge standard in China. The optimized process achieved effective VFAs accumulation and NH4+-N conversion from organic nitrogen, and produced effluent that met the direct discharge standard.
For dyeing and finishing wastewater (DFW) characterized by high chroma, organic nitrogen content, refractory organics, pH and salinity, there is a challenge to meet the stringent direct discharge standard in China (e.g., COD, NH4+-N, TN, TP, and chroma < 80, 10, 15, 0.5 mg/L, and 50 dilution times) after conventional treatment. Motivated by the failure of hydrolysis-acidification (HA), high cost from glucose addition for denitrification and ozonation for chroma removal in a DFW treatment plant in China, a lab-scale low-cost hybrid process of HA and alternately anoxic/oxic sequencing batch reactor (HA + A/O-SBR) with synchronous coagulation was optimized for pre-treated DFW (COD, NH4+-N, TN, TP, and chroma of 1100, 9, 37, 4 mg/L, and 650 dilution times) treatment in this study. After debugging via low pH operation to eliminate and/or inhibit VFAs consuming microorganisms followed by optimization of reaction time, the HA-SBR produced effluent with COD, total VFAs, NH4+-N, and chroma of 736, 64.2, 19.5 mg/L, and 120 dilution times, achieving effective VFAs accumulation and NH4+-N conversion from organic nitrogen. The alternately A/O-SBR with optimal reaction time of 3 h for each stage and step feeding ratio of 800:200 mL had the best effluent with COD, NH4+-N, TN, TP, SS, aniline, and chroma of 94, < 0.1, 13.5, 2.63, 31, 0.45 mg/L, and 58 dilution times. Synchronous coagulation using polymeric ferric sulfate with Fe:P molar ratio of 6 in the A/O-SBR produced effluent with COD, TP, and chroma of 77, 0.42 mg/L, and 35 dilution times, meeting the direct discharge standard.

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