硫-铁矿石为基质的反应器同步去除池塘养殖尾水NO3--N和PO43--P工艺研究
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作者单位:

1.华中农业大学水产学院,武汉430070;2.长江经济带大宗水生生物产业绿色发展教育部工程研究中心,武汉430070

作者简介:

侯亮,E-mail:1951939292@qq.com

通讯作者:

何绪刚,E-mail:xgh@mail.hzau.edu.cn

中图分类号:

X714

基金项目:

国家重点研发计划项目(2023YFD2400504);中央高校基本科研业务费专项(2662023SCPY004)


Process of synchronized removal of NO3--N and PO43--P from pond aquaculture tailwater by sulfur-iron based reactors
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Affiliation:

1.College of Fisheries,Huazhong Agricultural University,Wuhan 430070,China;2.Engineering Research Center of Green Development for Conventional Aquatic Biological Industry in the Yangtze River Economic Belt,Ministry of Education,Wuhan 430070,China

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    摘要:

    为提升和优化池塘养殖尾水处理技术与工艺,构建以磁黄铁矿(B1组)、磁黄铁矿+硫磺(B2组)、菱铁矿+硫磺(B3组)、磁黄铁矿+硫磺+石灰石(B4组)为基质的4种反应器,并对池塘养殖尾水NO3--N和PO43--P的去除效果及反应器安全性进行对比。结果显示:(1)水力停留时间分别为24、12和6 h 条件下,B3组的NO3--N去除效果最佳,其出水NO3--N平均质量浓度最低为0.17 mg/L,最高为0.61 mg/L,去除率均高于80%。B1组和B3组对PO43--P的去除效果最好,其出水PO43--P平均质量浓度最低为0.08 mg/L,最高为0.42 mg/L,去除率均高于70%。(2)B1组和B3组出水硫酸盐和总铁质量浓度更低,安全性更高;2组的硫酸盐平均质量浓度范围分别为98.67~245.45、133.33~294.71 mg/L,总铁平均质量浓度范围分别为0.044~3.07、1.32~7.90 mg/L。从出水NO2--N质量浓度看,4组反应器的安全性从高到低为B4>B2=B3>B1;从出水NH4+-N质量浓度看,4组反应器的安全性从高到低为B1>B2=B3>B4。以上研究结果表明,B3组同时具备高效的NO3--N和PO43--P去除能力和较高的安全性,可应用于实际养殖尾水处理。

    Abstract:

    In order to enhance and optimize the technology and processes involved in tailwater treatment for pond aquaculture,the removal effects of four types of reactors with pyrrhotite (Group B1),pyrrhotite+sulfur (Group B2),siderite+sulfur (Group B3),and pyrrhotite+sulfur+limestone (Group B4) as the substrates were constructed,and the removal efficiencies of NO3--N and PO43--P in the tailwater from pond aquaculture as well as the safety of the reactors were compared.The results were as follows:(1) Under the conditions of hydraulic retention times of 24 h,12 h and 6 h,Group B3 exhibited the most effective removal of NO3--N ,with an average mass concentration of NO3--N in its effluent ranging from a minimum of 0.17 mg/L to a maximum of 0.61 mg/L,achieving a removal rate exceeding 80%.Both Groups B1 and B3 had the most effective removal of PO43--P,with an average mass concentration of PO43--P in their effluent measuring as low as 0.08 mg/L and as high as 0.42 mg/L,and the removal rate exceeded 70%.(2) The effluent sulfate and TFe concentrations in Groups B1 and B3 were lower and safer.Their average sulfate mass concentrations at three hydraulic retention times ranged from 98.67 mg/L to 245.45 mg/L and from 133.33 mg/L to 294.71 mg/L,respectively.The average TFe mass concentrations varied from 0.044 mg/L to 3.07 mg/L and from 1.32 mg/L to 7.90 mg/L,respectively.In terms of effluent NO2--N concentration,the safety ranking of the four groups of reactors,from highest to lowest,was B4>B2=B3>B1.Conversely,regarding effluent NH4+-N concentration,the safety ranking from highest to lowest was B1>B2=B3>B4.The above results indicate that Group B3 demonstrates both high efficiency and high safety in the removal of NO3--N and PO43--P,and it can be applied to actual aquaculture tailwater treatment.

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侯亮,陈瑞亚,陈婧怡,马帅兵,徐聚臣,郑悦颖,侯杰,何绪刚.硫-铁矿石为基质的反应器同步去除池塘养殖尾水NO3--N和PO43--P工艺研究[J].华中农业大学学报,2025,44(5):299-307

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  • 收稿日期:2024-06-04
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  • 在线发布日期: 2025-10-10
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