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利用固定化藻菌耦合系统同步去除污水中的COD和氮磷
摘要点击 2239  全文点击 5259  投稿时间:2010-09-01  修订日期:2011-02-14
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中文关键词  耦合处理系统  氨氮    污水处理  固定化藻菌
英文关键词  coupling treatment system  NH+4-N  phosphorus  wastewater treatment  immobilized aglae-bacteria
作者单位
邓旭 深圳大学生命科学学院深圳518060 
魏斌 深圳大学生命科学学院深圳518060 
胡章立 深圳大学生命科学学院深圳518060 
中文摘要
      利用活性污泥和莱茵衣藻建立了一套固定化藻菌耦合系统同步去除污水中的COD和氮磷.系统污水日处理量为6 m3,水力停留时间为12 h.对于活性污泥部分,当厌氧槽搅拌转速为15 r·min-1,好氧槽DO值为5 mg·L-1时COD由150 mg·L-1左右降到50 mg·L-1,氨氮从20~30 mg·L-1降到0.5 mg·L-1以下,但总磷只能从2~3 mg·L-1降到1.0 mg·L-1左右.对于固定化藻细胞流化床,最佳操作条件为DO浓度5 mg·L-1,光照度2000 lx,固定化藻球填充率20%.连续化处理系统最终出水COD降到15 mg·L-1左右,氨氮0.5 mg·L-1以下,总磷0.5 mg·L-1左右.在2个月的连续运行期间,出水水质始终保持稳定,表明该连续化污水处理系统具有良好的操作稳定性.
英文摘要
      A coupling treatment system was developed by employing immobilized Chlamydomonas reinhardti and activated sludge to simultaneously remove COD, nitrogen and phosphorus from wastewater. The amount of wastewater treated by the system was 6 m3 per day, and hydraulic retention time was 12 h. For activated sludge section, as stirring rate of anaerobic tank was 15 r·min-1 and DO value of aerobic tank was 5 mg·L-1, COD decreased from about 150 mg·L-1to 50 mg·L-1 and NH+4-N from 20-30 mg·L-1to 0.5 mg·L-1, whereas TP only dropped from 2-3 mg·L-1 to 1.0 mg·L-1. For immobilized C. reinhardti section, the suitable conditions were: DO 5 mg·L-1, illumination intensity 2000 lx, the loading ratio of immobilization pellets 20%, respectively. Under the appropriate conditions of the coupling treatment system, COD, NH+4-N and TP of the effluent were about 15 mg·L-1, 0.5 mg·L-1 and 0.5 mg·L-1, respectively. During 2 months period of continuous treatment, COD, NH+4-N and TP of the effluent kept fairly constant, showing the stability of the coupling wastewater treatment system.

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