Fe3++草酸盐络合物/H2O2/日光体系对垃圾渗滤液的处理

以Fe^3 草酸盐络合物／H2O2作光氧化剂，利用太阳光对垃圾渗滤液进行了光氧化降解实验。结果表明：在溶液的初始pH为3．0，H2O2投加量为460mg/L，ρ(Fe^3 )为20mg／L条件下，反应60min后，CODC4去除率可达80％左右；溶液的pH，P(H2O2)和ρ(Fe^3 )对光解过程有显著影响，而且在太阳光的照射下，CODCr去除率比在紫外光下高。在一定实验条件下，用日光／H2O2／草酸铁体系对城市垃圾渗滤液处理效果较好，可作为垃圾渗滤液的深度处理。     

从钢铁酸洗废液制备聚合氯化铁及其应用研究

以钢铁酸洗废液和废铁屑为原料，测定了Fe^3 和Fe^2 含量，把过量的废铁屑加入钢铁酸洗废液中，使整个溶液还原成氯化亚铁溶液。采用氯酸钠氧化法，在(60～70)℃范围内经氧化、水解、聚合，然后加入一定量的稳定剂制得聚合氯化铁(PFC)溶液，讨论了影响聚合反应的主要因素。对炼油厂废水进行处理，合成的聚合氯化铁的处理效果明显优于市售聚合硫酸铁和三氯化铁。     

UV强化草酸络合Fe3+活化过硫酸盐氧化降解苯胺

采用UV-草酸络合Fe~(3+)[UV-Fe(C_2O_4)3-3]活化过硫酸钠(PS)氧化降解苯胺,研究了Fe(C_2O_4)3-3浓度,PS浓度,pH对PS活化效率及苯胺氧化降解效果的影响机制.结果表明,Fe(C_2O_4)3-3浓度和pH决定了UV-Fe(C_2O_4)3-3体系中Fe~(3+)向Fe2+的转化过程,并对活化PS氧化降解苯胺产生显著影响.随着Fe(C_2O_4)3-3浓度增加,PS的分解率不断提高,但当浓度高于0.75 mmol·L~(-1)时,草酸根离子(C2O_2-4)对硫酸根自由基(SO·-4)的竞争以及SO·-4之间的相互淬灭作用降低了苯胺的降解效果,降解速率大小顺序为5 mmol·L~(-1)0.25 mmol·L~(-1)0.5 mmol·L~(-1)1 mmol·L~(-1)0.75 mmol·L~(-1);中性和碱性条件不利于Fe(C_2O_4)3-3发生光化学反应生成Fe2+,但当初始pH为7和9时,由于PS活化分解过程降低反应体系pH,反应300min时PS的活化率可分别达到74%和67%,苯胺去除率分别高达91%和97%,均高于初始pH为酸性条件下的结果;苯胺降解率随初始PS浓度增加而增大,当PS浓度大于10 mmol·L~(-1)时,苯胺降解过程由二级反应变为准一级反应,但此时过量的PS因与SO·-4发生反应而显著降低PS用于氧化降解苯胺的利用率.     

絮凝剂PSPAFC中铁铝共聚物的形态表征

通过pH值、测定波长、溶液浓度、分析试剂等确定改进了经典的Fenon逐时络合比色法,使其能用于测定Fe、Al共存溶液中[Fe,A1]的含量,从而测定实际含Fe、Al共聚物的溶液中[Fe,Al]的形态分布.结果表明,在pH=5.0,波长为362 nm,铝铁总浓度在1×10-5-1×10-4mol/L范围内,Fe、Al共聚...     

含铅废水絮凝处理的试验研究

正交法确定了含铅废水絮凝过程中聚合磷硫酸铁的较佳用量、pH值、沉淀时间和原水Pb2+的控制浓度。实验结果表明,聚合磷硫酸铁对含铅废水处理效果明显,处理后排水中的残留磷量和残留铁量较少,低于国家排放标准,不存在铁、磷的二次污染。     

聚硅酸硫酸铁类混凝剂的混凝性能研究

针对聚硅酸硫酸铁类混凝剂的混凝性能进行研究,并以珠江广州中大码头段作为实验水样的来源,选择聚硅酸硫酸铁（PFSS）、含硼聚硅酸硫酸铁（PFSSB）和含锌聚硅酸硫酸{~（PFSSZ）三种混凝剂,通过实验研究分别探寻PFSS、PFSSB、PFSSZ在混凝效果最佳时的各金属组分与硅的最佳比例,从而为替代现有的混凝剂处理微污染的地表水提供可能性的依据。     

PAFC-PDM复合混凝剂强化混凝去除水库源水中的藻类

将聚二甲基二烯丙基氯化铵(PDMDAAC)与聚合氯化铝铁(PAFC)复合制备了新型复合混凝剂PAFC–PDMDAAC (PAFC-PDM),对含藻的水库原水进行强化混凝处理研究.研究对比了PAFC-PDM,PAFC与预氯化工艺的除藻效果,并对其混凝除藻机理进行了初步探讨.结果表明,对于藻细胞数为7.98×106~1.17×107cells/L和浊度为2.56~3.59NTU的水库原水,当PAFC-PDM投加量为1.0mg/L时(以Al2O3计),藻类和浊度的去除率分别达到93.5%和81.7%,显著优于PAFC的混凝处理效果;对藻细胞进行扫描电镜和预氯化副产物分析表明,预氯化杀藻除藻方法,不仅破坏了藻细胞结构,而且产生了三卤甲烷类氯化消毒副产物,影响饮水水质;采用PAFC-PDM强化混凝工艺除藻,不破坏藻细胞,无消毒副产物.     

Validation of polymer-based nano-iron oxide in further phosphorus removal from bioeffluent: laboratory and scaledup study

The efficient removal of phosphorous from water is an important but challenging task. In this study, we validated the applicability of a new commercially available nanocomposite adsorbent, i.e., a polymer-based hydrated ferric oxide nanocomposite (HFO-201), for the further removal of phosphorous from the bioeffluent discharged from a municipal wastewater treatment plant, and the operating parameters such as the flow rate, temperature and composition of the regenerants were optimized. Laboratory-scale results indicate that phosphorous in real bioeffluent can be effectively removed from 0.92 mg·L^-1 to<0.5 mg·L^-1 (or even<0.1 mg·L^-1 as desired) by the new adsorbent at a flow rate of 50 bed volume (BV) per hour and treatable volume of 3500–4000 BV per run. Phosphorous removal is independent of the ambient temperature in the range of 15°C–40°C. Moreover, the exhausted HFO-201 can be regenerated by a 2% NaOH+ 5% NaCl binary solution for repeated use without significant capacity loss. A scaled-up study further indicated that even though the initial total phosphorus (TP) was as high as 2 mg·L^-1, it could be reduced to<0.5 mg·L^-1, with a working capacity of 4.4–4.8 g·L^-1 HFO-201. In general, HFO-201 adsorption is a choice method for the efficient removal of phosphate from biotreated waste effluent.     

Comparing the adsorption behaviors of Cd,Cu and Pb from water onto Fe-Mn binary oxide,MnO2 and FeOOH

The adsorption potential of FMBO, FeOOH, MnO₂ for the removal of Cd²⁺, Cu²⁺ and Pb²⁺ in aqueous systems was investigated in this study. Comparing to FMBO and FeOOH, MnO₂ offered a much higher removal capacity towards the three metal ions. The maximal adsorption capacity of MnO₂ for Cd²⁺, Cu²⁺ and Pb²⁺ were 1.23, 2.25 and 2.60 mmol·g^-1, respectively. And that for FMBO were 0.37, 1.13, and 1.18 mmol·g^-1 and for FeOOH were 0.11, 0.86 and 0.48 mmol·g^-1, respectively. The adsorption behaviors of the three metal ions on the three adsorbents were all significantly affected by pH values and heavy metal removal efficiency increased with pH increased. The Langmuir and Freundlich adsorption models were used to describe the adsorption equilibrium of the three metal ions onto the three adsorbents. Results showed that the adsorption equilibrium data fitted well to Langmuir isotherm and this indicated that adsorption of metal ions occurred on the three metal oxides adsorbents limited to the formation of a monolayer. More negative charged of MnO₂ surface than that of FMBO and FeOOH could be ascribed by lower pH_iep of MnO₂ than that of FMBO and FeOOH and this could contribute to more binding sites on MnO₂ surface than that of FMBO and FeOOH. The higher metal ions uptake by MnO₂ than FMBO and FeOOH could be well explained by the surface charge mechanism.     

去除氧化铁对Al在土壤中吸附-解吸的影响

用连二亚硫酸钠-柠檬酸钠-碳酸氢钠(DCB)法研究了去除土壤中的氧化铁后Al的吸附-解吸特征的变化情况.结果表明,在pH值<4.5条件下,去除氧化铁可使土壤对Al的吸附量有所增加,这种变化在赤红壤中尤为明显;而此后随pH值的升高,原土和去铁土对Al的吸附量基本相等.造成该现象的原因可归纳为去除氧化铁能降低土壤的电荷零点(ZPC)和增加土壤表面负电荷的数量,从而增强了土壤表面与离子之间的静电引力.另一方面,去除氧化铁后Al的解吸量也增加.其原因是与原土相比,去铁土吸附Al的机理中包含有部分静电吸附,这从离子强度对去铁土吸附Al的影响实验能得到较好的验证,因为在pH值<4.5时,提高离子强度将降低Al的吸附量,用高岭石做参考材料时也发现了类似的现象.