连续流反应器污水硝化过程中的N2O释放

污水生物脱氮硝化阶段是温室气体一氧化二氮(N2O)的重要释放源。采用连续流反应器在2种进水氨氮(NH4-N,低氮反应器60 mg/L和高氮反应器180 mg/L)浓度条件下驯化硝化菌,并研究了不同初始NH4-N浓度和不同初始亚硝酸盐(NO2-N)浓度条件下所驯化硝化菌释放N2O的特征。结果表明在反应器运行过程中2个反应器释放N2O较少,均小于去除NH4-N浓度的0.01%;N2O的释放均随着初始NH4-N浓度或初始NO2-N浓度的升高而增加;不同初始NH4-N浓度条件下,低氮反应器驯化硝化菌的N2O释放率在0.51%~1.40%之间,高氮反应器驯化硝化菌在0.29%~1.27%之间;不同初始NO2-N浓度条件下,低氮反应器驯化硝化菌的N2O释放率在1.38%~3.78%之间,高氮反应器驯化硝化菌在1.16-5.81%之间。     

连续流反应器污水硝化过程中的N_2O释放

污水生物脱氮硝化阶段是温室气体一氧化二氮（N2O）的重要释放源。采用连续流反应器在2种进水氨氮（NH4-N,低氮反应器60 mg/L和高氮反应器180 mg/L）浓度条件下驯化硝化菌,并研究了不同初始NH4-N浓度和不同初始亚硝酸盐（NO2-N）浓度条件下所驯化硝化菌释放N2O的特征。结果表明在反应器运行过程中2个反应器释放N2O较少,均小于去除NH4-N浓度的0.01%;N2O的释放均随着初始NH4-N浓度或初始NO2-N浓度的升高而增加;不同初始NH4-N浓度条件下,低氮反应器驯化硝化菌的N2O释放率在0.51%~1.40%之间,高氮反应器驯化硝化菌在0.29%~1.27%之间;不同初始NO2-N浓度条件下,低氮反应器驯化硝化菌的N2O释放率在1.38%~3.78%之间,高氮反应器驯化硝化菌在1.16-5.81%之间。     

基于功能基因表达的高氯酸盐与硝酸盐氮修复

为更好地研究环境中高氯酸盐离子(ClO-4)与硝酸盐氮(NO-3-N)混合污染的共同降解。选用pcrA、cld基因表征参与高氯酸盐降解的细菌,NirS基因表征反硝化细菌,16S rRNA基因表征整个细菌群落的活性。通过对高浓度硝酸盐氮与高氯酸盐混合污染降解体系内不同时间点不同种基因的表达分析,实时定量的反应复杂环境中混合污染物生物降解机理。结果表明,在外源添加足够的醋酸盐作为电子供体条件下,NO-3-N与ClO-4质量浓度比为5∶1时,硝酸盐氮的存在不会完全抑制ClO-4的降解,当NO-3-N降解完全时,可以加快ClO-4的降解过程。在有硝酸盐氮存在的混合降解体系内,pcrA和cld基因与ClO-4的浓度变化之间的相关性不是很高,证明该功能基因对复杂环境中特定生物群落的表征有一定局限性。     

氧化电解法处理工业含硫恶臭气体的研究

利用铁盐溶液,通过气体超微细分散式吸收反应器和电化学再生系统结合的反应器,对中高浓度含硫恶臭气体进行吸收及电化学再生过程进行了初步研究.结果表明:当反应液位高度为55 cm、温度为20 ℃和H+浓度小于1.5 mol/L时,进气浓度小于1 000 mg/m3时,含硫恶臭气体处理效率可到达96%以上.当液位高度为55 c...     

A novel application of H2O2-Fe(II) process for arsenate removal from synthetic acid mine drainage (AMD) water

Batch experiments were carried out to investigate the influences of H₂O₂/Fe(II) molar ratio, pH, sequence of pH adjustment, initial As(V) concentration, and interfering ions on As(V) removal in H₂O₂-Fe(II) process from synthetic acid mine drainage (AMD). The optimum H₂O₂/Fe(II) molar ratio was one for arsenate removal over the pH range of 4-7. Arsenate removal at pH 3 was poor even at high Fe(II) dosage due to the high solubility of Fe(III) formed in situ. With the increase of Fe(II) dosage, arsenate removal increased progressively before a plateau was reached at pH 5 as arsenate concentration varied from 0.05 to 2.0 mg L⁻¹. However, arsenate removal was negligible at Fe/As molar ratio <3 and then experienced a striking increase before a plateau was reached at pH 7 and arsenate concentration ≥1.0 mg L⁻¹. The co-occurring ions exerted no significant effect on arsenate removal at pH 5. The experimental results with synthetic AMD revealed that this method is highly selective for arsenate removal and the co-occurring ions either improved arsenate removal or slightly depressed arsenate removal at pH 5-7. The extended X-ray absorption fine structure (EXAFS) derived As-Fe length, 3.27-3.30 Å, indicated that arsenate was removed by forming bidentate-binuclear complexes with FeO(OH) octahydra. The economic analysis revealed that the cost of the H₂O₂-Fe(II) process was only 17-32% of that of conventional Fe(III) coagulation process to achieve arsenate concentration below 10 μg L⁻¹ in treated solution. The results suggested that the H₂O₂-Fe(II) process is an efficient, economical, selective and practical method for arsenate removal from AMD.     

用碳纳米管-纳米TiO2/Nafion修饰电极测定对苯二酚

利用Nation(商品名,杜邦公司生产的一种聚四氟乙烯阳离子交换膜)的成膜作用,将纳米TiO2和碳纳米管同时负载到玻碳电极表面,制得碳纳米管-纳米TiO2/Nafion修饰电极,研究了对苯二酚在该修饰电极上的循环伏安电化学行为.实验结果表明:与玻碳电极相比,该修饰电极在对苯二酚的0.1 mol/L H2SO4溶液体系中...     

Removal of ammonium and nitrate through Anammox and FeS-driven autotrophic denitrification

● Simultaneous NH₄⁺/NO₃^– removal was achieved in the FeS denitrification system ● Anammox coupled FeS denitrification was responsible for NH₄⁺/NO₃^– removal ● Sulfammox, Feammox and Anammox occurred for NH₄⁺ removal ● Thiobacillus, Nitrospira , and Ca. Kuenenia were key functional microorganisms An autotrophic denitrifying bioreactor with iron sulfide (FeS) as the electron donor was operated to remove ammonium (NH₄⁺) and nitrate (NO₃⁻) synergistically from wastewater for more than 298 d. The concentration of FeS greatly affected the removal of NH₄⁺/NO₃⁻. Additionally, a low hydraulic retention time worsened the removal efficiency of NH₄⁺/NO₃⁻. When the hydraulic retention time was 12 h, the optimal removal was achieved with NH₄⁺ and NO₃⁻ removal percentages both above 88%, and the corresponding nitrogen removal loading rates of NH₄⁺ and NO₃⁻ were 49.1 and 44.0 mg/(L·d), respectively. The removal of NH₄⁺ mainly occurred in the bottom section of the bioreactor through sulfate/ferric reducing anaerobic ammonium oxidation (Sulfammox/Feammox), nitrification, and anaerobic ammonium oxidation (Anammox) by functional microbes such as Nitrospira, Nitrosomonas, and Candidatus Kuenenia. Meanwhile, NO₃⁻ was mainly removed in the middle and upper sections of the bioreactor through autotrophic denitrification by Ferritrophicum, Thiobacillus, Rhodanobacter, and Pseudomonas, which possessed complete denitrification-related genes with high relative abundances.     

A/O生物法处理石化废水的研究

为了处理水质组成复杂,毒性大、有机物浓度较高的石化废水,采用先厌氧后好氧（即A/O生物法）的处理方法。研究结果表明,石化废水经厌氧处理后,其好氧可生化性提高20％～40％;当厌氧反应器进水有机负荷为5.2kgCOD/m³·d,水力停留时间为24h时,BOD5去除率为85％,COD去除率为83％,油去除率为91.1％;当曝气池污泥负荷为0.45kgCOD/kgMLSS·d,水力停留时间为4h时,BOD₅去除率为94.1％,COD去除率为92.7％,油去除率为96.3％。系统COD总去除率为85％～96％,BOD₅总去除率为95％～99％。A/O生物法为石化废水处理提供了理论依据。     

一种气象雷达测试性试验方法

本文提出了一种气象雷达测试性试验方法,结合气象雷达的结构和功能,首先,进行了硬件法和功能法相结合的故障模式影响与危害性分析(FMECA),其次,采用最低可接受值试验方案确定试验样本量,然后,基于最小舍入误差排序的按比例分层抽样的样本量分配,最后,建立备选故障样本库,给出了一套完整的在研制阶段使用的测试性试验验证方案。利用这个方法,能够在研制阶段发现气象雷达测试性设计的不足,定量的给出气象雷达测试性指标是否符合协议规定,指导测试性改进,为产品定型和测试性设计与优化提供依据。     

一步法制备磁性多孔碳及高效吸附卡马西平

为了资源化利用废弃农林生物质并有效去除水体中卡马西平(CBZ).受"发酵"策略的启发,以KHCO3为活化剂,FeCl3·6H2O为磁性前驱体,通过简便的一步法将杨木屑转化为具有发达孔结构的磁性多孔碳(MPC).通过调整原料配比得到了最佳产物MPC-2-0.3,其比表面积为1002.48m2/g,对50mg/L的CBZ吸...