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Application of biological process to treat the ground water with high concentration of iron and manganese

机译:生物工艺在高锰铁地下水处理中的应用

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摘要

A biological process was adopted in a groundwater plant for iron and manganese removal. The process included low-level aeration and single stage biological filtration. The separated native iron and manganese oxidizing bacteria were inoculated to the filter bed alongside raw water containing high concentrations of iron and manganese after multiplication (Fe~(2+) 10-14 mgl~(-1), Mn~(2+) 0.65-1.1 mgl~(-1)). The predominance of iron and manganese oxidizing bacteria were maintained in the filter by appropriately monitoring the operational parameters (filtration rate, backwash intensity, backwash duration and backwash period). Then the filter had a significant and stable ability for iron and manganese removal. The quality of the filtrate met the Chinese National Standard for Drinking Water with concentrations of 0.05-0.1 mgl~(-1) Total-Fe (T-Fe) and 0.05 mgl~(-1) Total-Mn (T-Mn) under the condition of the normal filtration rate (5-7 mh~(-1)). The process reduced investment costs by 6 million yuans (¥) and power costs by 250 thousand yuans (¥) per year compared with the traditional process (chemistry-contact oxidation including two-stage aeration and two-stage filtration).
机译:地下水厂采用了生物工艺去除铁和锰。该过程包括低级曝气和单级生物过滤。繁殖后(Fe〜(2+)10-14 mgl〜(-1),Mn〜(2+)0.65)将分离出的天然铁和锰的氧化细菌与含有高浓度铁和锰的原水一起接种到滤床中-1.1 mgl〜(-1))。通过适当监控操作参数(过滤速率,反冲洗强度,反冲洗持续时间和反冲洗时间),可以在过滤器中保持铁和锰氧化细菌的优势。然后,该过滤器具有明显且稳定的除铁和除锰能力。滤液的质量达到了中国饮用水国家标准,浓度为0.05-0.1 mgl〜(-1)的总铁(T-Fe)和0.05 mgl〜(-1)的总锰(T-Mn)。正常过滤速度(5-7 mh〜(-1))的条件。与传统工艺(化学接触氧化,包括两阶段曝气和两阶段过滤)相比,该工艺每年可减少投资成本600万元(¥)和电力成本25万元(¥)。

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