Sivic A, Atanasova N, Puig S, Griessler Bulc T
Faculty of Civil and Geodetic Engineering, University of Ljubljana, Jamova 2, Ljubljana 1000, Slovenia E-mail:
LEQUiA, Institute of the Environment, University of Girona, Carrer Maria Aurèlia Capmany, 69, Girona E-17003, Catalonia, Spain.
Water Sci Technol. 2018 Jan;77(1-2):27-38. doi: 10.2166/wst.2017.519.
Large concentrations and oscillations of ammonium nitrogen (NH-N) in municipal landfill leachate pose considerable constraints to its further treatment in central wastewater treatment plants. The aim of this study was to evaluate and optimize two technologies for the pre-treatment of 600 L/day of landfill leachate: in particular, to optimize their operational conditions for NH-N removal up to a level appropriate for discharge to sewers, i.e. <200 mg/L. Both technologies were based on a sequencing batch reactor (SBR), with two different biomass processes: (A) SBR with dispersed/flocculated biomass and (B) SBR with biomass attached to carriers. The results revealed that both technologies successfully reduced the NH-N from 666 mg/L (on average) at the inflow to below 10 mg/L at the outflow with alkalinity adjustment in a 12-hour cycle. Both technologies achieved 96% removal efficiencies for NH-N. However, SBR with dispersed biomass showed higher flexibility under varying conditions due to the shorter adaptation time of the biomass.
城市垃圾渗滤液中高浓度的铵态氮(NH-N)及其波动,给其在城市污水处理厂的进一步处理带来了很大限制。本研究旨在评估和优化两种处理规模为600升/天的垃圾渗滤液预处理技术:具体而言,是要优化它们的运行条件,以将NH-N去除至适合排入下水道的水平,即<200毫克/升。这两种技术均基于序批式反应器(SBR),采用两种不同的生物量工艺:(A)具有分散/絮凝生物量的SBR和(B)生物量附着在载体上的SBR。结果表明,在进行碱度调节的情况下,两种技术均能在12小时的周期内成功将进水的NH-N从平均666毫克/升降至出水低于10毫克/升。两种技术对NH-N的去除效率均达到96%。然而,具有分散生物量的SBR在不同条件下表现出更高的灵活性,因为生物量的适应时间更短。