Journal
ENVIRONMENTAL TECHNOLOGY
Volume 35, Issue 21, Pages 2752-2759Publisher
TAYLOR & FRANCIS LTD
DOI: 10.1080/09593330.2014.920050
Keywords
continuous stirred tank reactor; drinking water treatment residuals; hydraulic retention time; mass transfer coefficient; phosphate
Categories
Funding
- National Key Technology RD Program [2012BAJ21B08]
- National Natural Science Foundation of China [51278055, 51179008]
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This work proposed a new approach of reusing drinking water treatment residuals (WTR) in a continuous stirred tank reactor (CSTR) to remove phosphate (P) from urban wastewater. The results revealed that the P removal efficiency of the WTR was more than 94% for urban wastewater, in the condition of initial P concentration (P-0) of 10 mgL(-1), hydraulic retention time (HRT) of 2h and WTR dosage (M-0) of 10 gL(-1). The P mass transfer from the bulk to the solid-liquid interface in the CSTR system increased at lower P-0, higher M-0 and longer HRT. The P adsorption capacity of WTR from urban wastewater was comparable to that of the 201 x 4 resin and unaffected by ions competition. Moreover, WTR had a limited effect on the metals' (Fe, Al, Zn, Cu, Mn and Ni) concentrations of the urban wastewater. Based on the principle of waste recycling, the reuse of WTR in CSTR is a promising alternative technology for P removal from urban wastewater.
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