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Application of a Full-scale Constructed Wetland for Tertiary Treatment of Piggery Manure: Monitoring Results

机译:大型人工湿地在猪粪三级处理中的应用:监测结果

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Many industrialized regions in the world are faced with local overproductions of animal manure requiring processing in an economic sound manner. Intensive animal production in Flanders and the Netherlands has resulted in a considerable overproduction of animal manure. Spreading the excess manure over arable land has resulted in contamination and eutrophication of groundwater and surface waters. Over the last 4 years, research was conducted towards the potential of more economic constructed wetlands for the final treatment step. Although, initial results with laboratory flow field experiments were insufficient to reach stringent discharge criteria (Meers et al., Water Air Soil Pollut 160:15-26, 2005a), progressive optimisation of the tertiary treatment as well as of the preceding conditioning has resulted in a consistently performing pilot scale system (1,000 m~3 year~(-1) capacity) with effluent concentrations below the discharge criteria of 15 mg l~(-1) N, 2 mg l~(-1) P and 125 mg l~(-1) COD (chemical oxygen demand), at a cumulated cost (operational plus investment) of 3-4 E∪D m~(-3) of pre-treated pig manure. Construction of full-scale installations with annual capacity of 10,000-25,000 m~3 based on this pilot model are scheduled, with the first installation currently under way. The concept has the potential to provide a low cost, in situ treatment system allowing animal farmers to process excess animal manure themselves without the requirement of expensive ex situ treatment based on industrial scale membrane technology facilities. This paper presents the research findings of the first year of the pilot scale installation.
机译:世界上许多工业化地区都面临着局部过剩的动物粪便,需要以经济合理的方式进行处理。法兰德斯和荷兰的集约化畜牧业导致大量的动物粪便过剩。将过量的肥料撒在耕地上会导致地下水和地表水的污染和富营养化。在过去的4年中,进行了针对更经济的人工湿地进行最终处理的潜力的研究。尽管实验室流场实验的初步结果不足以达到严格的排放标准(Meers等人,《水空气土壤污染》 160:15-26,2005a),但仍进行了三次处理以及上述条件的逐步优化在性能稳定的中试规模系统(容量为1,000 m〜3年〜(-1))中,废水浓度低于15 mg l〜(-1)N,2 mg l〜(-1)P和125 mg排放标准l〜(-1)COD(化学需氧量),经预处理的猪粪的累计成本(运营加上投资)为3-4E∪Dm〜(-3)。根据该试验模型,已计划建设年产能为10,000-25,000 m〜3的大型装置,目前正在进行第一个装置。该概念具有提供低成本的原位处理系统的潜力,使动物养殖者可以自行处理多余的动物粪便,而无需基于工业规模的膜技术设施进行昂贵的异位处理。本文介绍了中试规模安装第一年的研究成果。

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