Paques BV, T. De Boerstraat 24, 8560 AB Balk, The Netherlands.
Water Sci Technol. 2010;61(7):1715-22. doi: 10.2166/wst.2010.977.
The Olburgen sewage treatment plant has been upgraded to improve the effluent quality by implementing a separate and dedicated treatment for industrial (potato) wastewater and reject water. The separate industrial treatment has been realized within a beneficial public-private partnership. The separate treatment of the concentrated flows of industrial wastewater and sludge treatment effluent proved to be more cost-efficient and area and energy efficient than a combined traditional treatment process. The industrial wastewater was first treated in a UASB reactor for biogas production. The UASB reactor effluent was combined with the reject water and treated in a struvite reactor (Phospaq process) followed by a one stage granular sludge nitritation/anammox process. For the first time both reactors where demonstrated on full scale and have been operated stable over a period of 3 years. The recovered struvite has been tested as a suitable substitute for commercial fertilizers. Prolonged exposure of granular anammox biomass to nitrite levels up to 30 mg/l did not result in inhibition of the anammox bacteria in this reactor configuration. The chosen option required a 17 times smaller reactorvolume (20,000 m(3) less volume) and saves electric power by approximately 1.5 GWh per year.
奥尔堡污水处理厂进行了升级改造,通过实施工业(土豆)废水和废水的单独和专用处理来提高出水质量。单独的工业处理是在有益的公私合作伙伴关系下实现的。与传统的组合处理工艺相比,工业废水和污泥处理厂的浓缩液的单独处理在成本效益、占地面积和能源效率方面更具优势。工业废水首先在 UASB 反应器中进行沼气生产处理。UASB 反应器的流出物与废水混合,在鸟粪石反应器(Phospaq 工艺)中进行处理,然后进行一级颗粒污泥亚硝化/厌氧氨氧化工艺。这两个反应器首次在全规模上进行了演示,并在 3 年的时间内稳定运行。回收的鸟粪石已被测试为商业肥料的合适替代品。在这种反应器配置中,颗粒厌氧氨氧化生物量长时间暴露于 30mg/L 的亚硝酸盐水平下,不会导致厌氧氨氧化菌受到抑制。所选方案需要的反应器体积小 17 倍(少 20000 立方米),每年节省电力约 1.5 吉瓦时。