制浆造纸废水生化出水的混凝处理研究

研究了硫酸铝和三氯化铁对制浆造纸废水生化出水的处理效果.研究发现,不调节原水pH值,硫酸铝投加量为600 mg/L或三氯化铁投加量为300mg/L时,混凝后废水的COD＜150 mg/L,色度＜50倍,出水均符合现阶段排放标准.混凝剂比较发现,在最佳反应条件下,2种混凝剂的处理效果相当,但硫酸铝混凝的成本低于三氯化铁....     

用透射电镜研究聚硅酸硫酸铁混凝剂的形态

由水玻璃、硫酸和硫酸铁制备聚硅酸硫酸铁（ＰＦＳＳ）混凝剂,用透射电镜观察ＰＦＳＳ的形态,研究了ＰＦＳＳ的形态随硅酸聚合时间,ＳｉＯ２／Ｆｅ摩尔比和熟化时间的变化。结果表明,硅酸聚合时间,ＳｉＯ２／Ｆｅ摩尔比及熟化时间对ＰＦＳＳ的形态有较大的影响。     

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.     

利用工业废渣制备聚合硫酸铁

用主要含氧化铁的工业废渣与硫酸直接反应制备聚合硫酸铁,该法具有工艺简单、投资少、成本低,且无二次污染等优点。     

复合絮凝剂聚硅酸铝铁的制备及应用

以硫酸铝、三氯化铁、硅酸钠为主要原料,制备了聚硅酸铝铁(PSAF).对硅酸聚合过程中SiO2的浓度、pH值等因素进行了探讨,并考察了PSAF的絮凝性能.通过正交实验,研究了不同(Al Fe)/SiO2、Al/Fe摩尔比、处理废水时的投加量、pH值等因素对絮凝效果的影响.结果表明:PSAF中(Al Fe)/SiO2=1∶1、Al/Fe=1∶1、投加量为150 mg/L、pH值=7.0时,对氵皂河废水有较好的处理效果,COD去除率为65.3%,浊度去除率为97.2%.     

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.     

铁系混凝剂处理含聚合物油田污水的研究

本文探讨了含聚合物油田污水的组成、胶体结构,研究了铁系混凝剂处理该污水的条件和酸度对处理过程的影响。     

分步沉淀去除磷酸铁生产废水中的磷酸根和硫酸根

采用分步化学沉淀法分别脱除并回收磷酸铁生产废水中的高浓度磷酸根和硫酸根。实验结果表明:在以n(Fe~(3+))∶n(PO_4~(3-))=1.0的比例加入硫酸铁、反应时间为40 min、反应温度为25℃、废水初始p H为8.17、反应30 min时二次调节废水p H至5.50的条件下,磷酸根去除率可达98%以上,所得沉淀中Fe和P的质量分数分别为36.77%和18.81%,成分简单,回收价值高;采用氢氧化钙作为沉淀剂,在n(Ca~(2+))∶n(SO_4~(2-))=1.0的条件下可将废水中硫酸根质量浓度由78.62 g/L降至2.16 g/L,硫酸根去除率为97.3%,硫酸钙回收量为120.2 g/L;最终出水的磷酸根质量浓度小于0.5 mg/L,满足GB 8978—1996《污水综合排放标准》的一级标准。