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尾矿库氰渣淋溶废水深度处理工艺研究
引用本文:刘强,李哲浩,降向正,朱军章. 尾矿库氰渣淋溶废水深度处理工艺研究[J]. 黄金, 2014, 0(2): 61-63
作者姓名:刘强  李哲浩  降向正  朱军章
作者单位:长春黄金研究院
摘    要:针对黄金矿山尾矿库氰渣淋溶的低质量浓度含氰废水,采用OOT/OCT—BAF联合工艺进行处理。其试验结果表明,在进水总氰化合物为64.45 mg/L、硫氰酸盐为22.74 mg/L、COD为76.58 mg/L、铜为72.48 mg/L的条件下,当臭氧投加量为250 mg/L、臭氧投加量分流比为2∶1、BAF的废水停留时间为20 min、气水比为3∶1时,出水总氰化合物为0.02 mg/L、硫氰酸盐完全去除、COD为5.43 mg/L、铜为0.32 mg/L、氨氮为0.79 mg/L,出水达到《GB 3838—2002地表水环境质量标准》Ⅲ类水质。

关 键 词:臭氧氧化  曝气生物滤池  含氰废水  处理工艺

Study on further treatment process of wastewater from cyanide residues leaching in tailings ponds
Liu Qiang,Li Zhehao,Jiang Xiangzheng,Zhu Junzhang. Study on further treatment process of wastewater from cyanide residues leaching in tailings ponds[J]. Gold, 2014, 0(2): 61-63
Authors:Liu Qiang  Li Zhehao  Jiang Xiangzheng  Zhu Junzhang
Affiliation:Liu Qiang, Li Zhehao, Jiang Xiangzheng, Zhu Junzhang
Abstract:The combined process of OOT/OCT and biological aerated filter ( BAF) was used in the treatment of the low concentration cyanide wastewater in gold mines .The results show that under the conditions of the total influent cyanogen of 64.45 mg/L,thiocyanate of 22.74 mg/L,COD of 76.58 mg/L and copper of 72.47 mg/L,when the ozone dosage was 250 mg/L,the split ratio of ozone dosage was 2∶1 ,the hydraulic retention time of BAF was 20 min, and the ratio of gas to water was 3∶1 ,the total effluent cyanogen was 0 .02 mg/L,thiocyanate was degraded complete-ly,COD was 5.43 mg/L,copper was 0.32 mg/L and ammonia nitrogen was 0.79 mg/L.The effluent quality can reach standard Ⅲof GB 3838-2002 Surface Water Environment Quality Standard .
Keywords:ozonation  biological aerated filter  cyanide wastewate  treatment process
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