Parravicini V, Svardal K, Kroiss H
Institute for Water Quality, Resources and Waste Management, Vienna University of Technology, 1040 Vienna, Karlsplatz 13/226, Austria.
Water Sci Technol. 2008;57(7):1087-94. doi: 10.2166/wst.2008.211.
At a large Austrian municipal wastewater treatment plant enhanced stabilisation of anaerobically digested sewage sludge was required in order to get a permit for landfill disposal of the dewatered stabilized sludge. By implementing a post-aeration treatment after anaerobic digestion the organic content of the anaerobically well digested sludge can be decreased by 16%. Investigations at this plant showed that during digested sludge post-aeration anoxic phases are needed to provide stable process conditions. In this way the pH value can be kept in a more favourable range for micro-organisms and concrete structures. Additionally, under the process conditions applied nitrite accumulation would inhibit the stabilisation process if denitrification is not adequately applied. By optimising the aeration/pause ratio approximately 45% of total nitrogen in digested sludge can be removed. NH4-removal occurs through nitrification and denitrification with an efficiency of 98%. This significantly improves nitrogen removal efficiency at the wastewater treatment plant. The costs/benefit analysis shows that post-aeration of digested sludge results in an increase of total annual costs for wastewater treatment of only 0.84%, corresponding to 0.19 Euro/pe/a. Specific costs for nitrogen removal (0.32 Euro/kgN) are comparable with other biological processes for N-removal in reject water.
在奥地利一家大型城市污水处理厂,为了获得脱水稳定污泥填埋处置的许可,需要增强厌氧消化污水污泥的稳定性。通过在厌氧消化后实施后曝气处理,充分厌氧消化的污泥的有机含量可降低16%。该厂的调查表明,在消化污泥后曝气过程中,需要缺氧阶段以提供稳定的工艺条件。这样,pH值可以保持在对微生物和混凝土结构更有利的范围内。此外,在所应用的工艺条件下,如果反硝化作用应用不充分,亚硝酸盐积累会抑制稳定化过程。通过优化曝气/暂停比,消化污泥中约45%的总氮可以被去除。NH4的去除通过硝化和反硝化作用实现,效率为98%。这显著提高了污水处理厂的氮去除效率。成本/效益分析表明,消化污泥的后曝气导致污水处理的年度总成本仅增加0.84%,相当于0.19欧元/人/年。氮去除的特定成本(0.32欧元/千克氮)与其他处理回用水中氮去除的生物工艺相当。