Altinbaş M, Yangin C, Ozturk I
Istanbul Technical University, Environmental Engineering Department, ITU Insaat Fakültesi, Maslak, Turkey.
Water Sci Technol. 2002;46(9):271-8.
A two-stage treatment system including upflow anaerobic sludge blanket reactor pre-treatment combined with a chemical post treatment system such as magnesium ammonium phosphate (MAP) precipitation was proposed as a comparable alternative to conventional biological treatment. In this study, anaerobically pre-treated domestic wastewater, domestic wastewater mixed with 2% and 3% of leachate by volume and raw leachate were further treated chemically with MAP precipitation. MAP precipitation was both applied at the stoichiometric ratio (Mg:NH4=PO4; 1:1:1) and above the stoichiometric ratio (1.1:1:1 and 1.1:1:1.1) on domestic wastewater + 3% leachate mixture. Maximum NH4-N removal of 68% was achieved at the pH of 9.2 at the stoichiometric ratio, whereas at the same pH value 70 to 72% NH4-N removal was obtained above the stoichiometric ratio. Additional ammonia recovery studies were conducted on Fenton's oxidation applied effluents before MAP precipitation and no significant additional ammonium removal was achieved. However, by the application of Fenton's oxidation high additional COD removals were obtained. Consequently, chemical treatment by MAP precipitation and/or Fenton's oxidation after anaerobic treatment yielded very effective removals for COD and NH4-N in domestic wastewaters + leachate mixtures.
提出了一种两级处理系统,该系统包括上流式厌氧污泥床反应器预处理,并结合化学后处理系统,如磷酸铵镁(MAP)沉淀,作为传统生物处理的一种可比替代方案。在本研究中,对厌氧预处理的生活污水、按体积混合2%和3%渗滤液的生活污水以及原渗滤液进行了MAP沉淀化学深度处理。MAP沉淀以化学计量比(Mg:NH4=PO4;1:1:1)以及高于化学计量比(1.1:1:1和1.1:1:1.1)应用于生活污水+3%渗滤液混合液。在化学计量比下,pH值为9.2时,NH4-N的最大去除率达到68%,而在相同pH值下,高于化学计量比时,NH4-N的去除率为70%至72%。在MAP沉淀前对芬顿氧化处理后的出水进行了额外的氨回收研究,未实现显著的额外铵去除。然而,通过应用芬顿氧化,可实现较高的额外COD去除率。因此,厌氧处理后通过MAP沉淀和/或芬顿氧化进行化学处理,对生活污水+渗滤液混合液中的COD和NH4-N产生了非常有效的去除效果。