摘要:洋湖再生水厂(二期)工程设计规模为8×10^4m^3/d,出水主要作为洋湖湿地景观水体补水,其主要指标需达到《地表水环境质量标准》(GB 3838—2002)准Ⅳ类水质(TN≤10 mg/L)。主工艺采用MSBR+微絮凝过滤组合工艺。主要介绍工艺流程、设计参数、运行过程及实际运行情况。运行结果表明,该组合工艺具有占地面积小、进水碳源利用率高、脱氮除磷效果好和节能节药等优点,出水各项指标均达到设计要求,是一种可广泛用于城市再生水厂的先进技术方案。
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