质子化剩余污泥作为生物吸附剂去除水溶液中活性红4的研究

以城市污水处理厂的剩余污泥为材料,经过质子化处理制备成生物吸附剂,进行了吸附水溶液中活性红4(RR4)的研究.同时考察了吸附时间、溶液pH值、染料浓度、盐的浓度等因素对RR4吸附的影响.生物吸附剂对RR4的吸附所需平衡时间短(约22h),酸性条件利于吸附,碱性条件下则会发生解吸附(解吸附率高于87%),吸附等温曲线符合Langmuir和Freundlich模式,pH=1条件下生物吸附剂、活性碳、硅藻土对RR4的最大吸附量qm分别为35.66,20.48,1.82mg·g-1.RR4低浓度时盐对吸附不产生明显影响,当RR4高浓度时,盐对吸附有促进作用.研究结果表明,用质子化剩余污泥作生物吸附剂去除染料废水中RR4有实际应用的潜力,为剩余污泥的资源化提供了新途径.     

活性炭对含铜制药废水的吸附特性

以粉末活性炭为吸附剂,采用批式试验,研究静态吸附对黄连素脱铜废水中Cu2+的去除效果,分析了吸附剂投加量(5～50 g/L),pH(1.0～5.0)和接触时间(20～600 min)对吸附效果的影响. 当pH为2.4,吸附剂投加量为30 g/L时,反应300 min即可达到吸附平衡状态. 通过对吸附动力学和吸附等温线的模型分析发现,二级吸附动力学模型能够更好地描述试验结果,对吸附平衡数据的拟合采用Langmuir吸附等温线优于采用Freundlich吸附等温线.      

甘蓝皮生物吸附去除水中的阳离子染料

研究了低值的地产甘蓝皮生物吸附去除水中阳离子染料的可行性,选用了亚甲蓝、中性红、吖啶橙3种染料,研究了各种操作条件对吸附的影响,如吸附剂量、染料浓度、吸附剂粒径、pH值、吸附时间等,确定了最佳吸附条件.结果表明,初始pH值大于4,3种染料去除率高.吸附在12h达到平衡.吸附等温线符合Langmuir或Freundlich模式,吸附过程符合Langergren准一级动力学方程.由此表明甘蓝皮是一种优良的处理阳离子染料废水的生物材料.     

羧基稻草阳离子吸附剂的制备及其去除水溶液中亚甲蓝的研究

为促进工业废水处理并降低废水处理费用,研究了柠檬酸热化学酯化法改性稻草制备可生物降解阳离子吸附剂的方法.实验比较了天然和改性稻草去除溶液中阳离子染料(亚甲蓝)的能力,研究了不同实验参数(pH值、吸附剂量、染料浓度、离子强度、吸附时间)对亚甲蓝吸附效果的影响在pH为2～10范围内,天然稻草去除亚甲蓝的能力随pH值的增加而增加,而改性稻草在pH≥3时对染料的去除率达到最大.改性稻草用量大于1.5g·L-1时几乎能完全去除浓度为250mg·L-1亚甲蓝溶液中的染料.改性稻草用量为2.0g·L-1对浓度为50～450mg·L-1的亚甲蓝溶液去除率保持在98%以上.增加溶液的离子强度会导致亚甲蓝去除率降低.染料吸附等温线符合Langmuir模式.吸附过程符合准一级反应动力学方程.酯化改性使染料的吸附剂粒子内扩散速率常数(kid)大大增加.研究结果表明,改性稻草是良好的亚甲蓝吸附剂.     

β-FeOOH的合成及其对阴离子染料酸性橙Ⅱ的吸附特性

采用简单的水热法合成棒状β-FeOOH,用于去除水中阴离子染料酸性橙Ⅱ(AOⅡ)。利用扫描电镜(FE-SEM)、X射线衍射仪(XRD)、粒径和比表面积(BET)对产物进行表征,研究了吸附动力学和等温线模型,考察了pH值、初始浓度和吸附剂载量对吸附效果的影响。结果表明:吸附剂对AOⅡ在15,35,55℃条件下最大吸附量分别为284. 90,283. 29,277. 78 mg/g;吸附过程符合准二级动力学模型和Langmuir模型,吸附过程主要是单分子层吸附;在酸性和中性条件下有利于吸附;当AOⅡ初始浓度在200～500 mg/L时,吸附量随着初始浓度的增大而增加;当β-FeOOH载量为0. 015 g时,吸附效率最高。     

质子化焦化污泥作为生物吸附剂对水溶液中活性红4的吸附性能

以焦化厂污水处理车间的剩余污泥为材料,经过质子化处理制备生物吸附剂,进行了吸附活性红4(RR4)的研究. 考察了吸附平衡时间,溶液pH,染料质量浓度,NaCl浓度等因素对RR4吸附的影响. 结果表明:生物吸附剂对RR4的吸附所需平衡时间为48 h;溶液的pH对吸附过程有较大影响,酸性条件利于吸附,碱性条件下发生解吸附(解吸附率大于70%);吸附等温曲线符合Langmuir和Freundlich方程, pH=1的条件下最大吸附量为(72.33±5.59) mg/g;ρ(RR4)为100 mg/L时,NaCl浓度对RR4的吸附不产生可见影响,ρ(RR4)为500 mg/L时,NaCl的存在对吸附有阻碍作用.      

以二氧化硅作为吸附剂去除废水中的碱性染料

采用二氧化硅作为吸附剂去除纺织废水中的碱性染料(Blue 3)的反应动力学研究发现吸附作用遵循一级反应动力学。实验研究了多种影响吸附效率的因素,如温度、染料溶液的浓度、系统的pH值和吸附剂的数量。在研究等温线的基础上,计算了多种热力学参数。研究表明电解质和表面活化剂对废水染料的去除率存在影响。     

坡缕石黏土污泥对水相中亚甲基蓝吸附研究

利用坡缕石黏土污泥(从木质素磺酸钠废水中得到)和酸化的坡缕石黏土(1mol/L盐酸)作为吸附剂对水相中的亚甲基蓝进行吸附研究,并利用透射电镜(TEM)、红外光谱(FT-IR)、X-射线衍射(XRD)及Zeta电位分析对两种吸附剂的结构及表面电性进行了表征.结果表明:当吸附剂用量为10mg,温度为30℃时,1mol/L盐酸酸化的坡缕石黏土最大吸附量为97.50mg/g,坡缕石黏土污泥最大吸附量为98.7mg/g.选取坡缕石黏土污泥作为最佳吸附剂,对污泥吸附亚甲基蓝的吸附等温线、吸附热力学及吸附动力学模型进行了研究,结果显示:此吸附过程为自发吸热过程,吸附等温线更符合Langmuir模型,吸附动力学符合准二级动力学模型.     

坡缕石黏土污泥对水相中亚甲基蓝吸附研究

利用坡缕石黏土污泥(从木质素磺酸钠废水中得到)和酸化的坡缕石黏土(1mol/L盐酸)作为吸附剂对水相中的亚甲基蓝进行吸附研究,并利用透射电镜(TEM)、红外光谱(FT-IR)、X-射线衍射(XRD)及Zeta电位分析对两种吸附剂的结构及表面电性进行了表征.结果表明:当吸附剂用量为10mg,温度为30℃时,1mol/L盐酸酸化的坡缕石黏土最大吸附量为97.50mg/g,坡缕石黏土污泥最大吸附量为98.7mg/g.选取坡缕石黏土污泥作为最佳吸附剂,对污泥吸附亚甲基蓝的吸附等温线、吸附热力学及吸附动力学模型进行了研究,结果显示:此吸附过程为自发吸热过程,吸附等温线更符合Langmuir模型,吸附动力学符合准二级动力学模型.     

微波酸活化粉煤灰吸附酸性大红染料废水实验研究

以微波酸活化改性后的粉煤灰为吸附剂,对酸性大红染料废水进行吸附脱色处理,考察了吸附时间、pH值、吸附剂投加量等对吸附脱色效果的影响。在酸性大红染料溶液初始浓度为100 mg/L、pH=5、活化粉煤灰投加量为10 g/L吸附1 h时,活化粉煤灰对酸性大红的脱色效果较好,去除率可达96%。对实验数据进行相关数学模型拟合,结果表明微波酸活化改性后的粉煤灰吸附去除酸性大红的等温吸附平衡符合Langmuir吸附等温式,改性前后的吸附过程动力学符合准二级吸附动力学模型,线性相关系数良好。     

芽孢杆菌生物吸附处理含铜废水研究

用芽孢杆菌干菌体生物吸附去除废水中的铜离子,试验了pH、接触时间、初始铜离子浓度对该芽孢杆菌生物吸附铜的影响,结果表明:在温度为25℃、pH值5.0、初始铜离子浓度200mg/L、吸附时间不超过30min有最大吸附量16.27mg/g;此时去除率为16.27%,且25℃吸附平衡符合Langmuir等温模型与Freundlich等温模型;因此用芽孢杆菌生物吸附处理低浓度含铜废水可行、经济。     

Biosorption of cesium（Ⅰ） from aqueous solution by a novel exopolymers secreted from Pseudomonas fluorescens C-2： Equilibrium and kinetic studies

The biosorption characteristics of Cs(I) ions from aqueous solution using exopolymers (PFC02) produced from Pseudomonas fluorescens C-2 were investigated as a function of pH, biosorbent dosage, contact time and initial concentration. pH played a major role in the adsorption process, and the optimum pH for the removal of Cs(I) was 8.0. Langmuir, Freundlich and Dubinin-Radushkevich (D-R) models were applied to describe the biosorption isotherm of the Cs(I) ions by PFC02. The Lagergren first-order, pseudo second-order kinetic and intraparticle diffusion models were used to test the kinetic data. Langmuir model and D-R model fitted the equilibrium data better than the Freundlich isotherm. The monolayer adsorption capacities of PFC02 as obtained from Langmuir isotherm at 25°C was found to be 32.63 mg/g. From the D-R isotherm model, the mean free energy was calculated as 26.73 kJ/mol, indicating that the biosorption of cesium was chemisorption. The biosorption process was rapid, and the kinetic rates were best fitted to the pseudo second-order model, which indicated the biosorption process operated through chemisorption mechanism. FT-IR analysis of PFC02 showed the possible functional groups responsible for cesium adsorption were hydroxyl, carboxyl, carbonyl and sulphonate groups. SEM analysis showed the porous structure of the material while EDX analysis confirmed the adsorption of Cs(I) on PFC02. Cesium adsorbed onto the PFC02 could be desorbed efficiently using 1 mol/L HNO3, and the enrichment factor was 50.0. Furthermore, PFC02 could be reused five times with only about 8.25% regeneration loss. The developed method was successfully utilized for the removal of Cs(I) ions from aqueous solution.     

毛木耳(Auricularia polytricha)对水中铬的去除特性研究

以毛木耳子实体(Auricularia polytricha)为生物吸附材料,通过批量实验研究起始pH值、反应时间、生物量、Cr浓度等因素对毛木耳子实体吸附去除水中铬的影响及吸附特性。结果表明:铬的生物吸附过程明显受溶液pH影响,其中总Cr和Cr(Ⅵ)的最佳去除pH分别为2.0和1.0;48 h后生物吸附达到平衡,生物吸附剂的最佳浓度为4 g/L;A.polytricha对Cr的最大吸附容量为113.8 mg/g;在整个吸附过程中伴随着Cr(Ⅵ)转化为Cr(Ⅲ)。生物吸附剂的X射线光电能谱显示:吸附在生物吸附剂表层的Cr大都呈+3价。在等温实验中Freundlich模型能较好地模拟毛木耳子实体对Cr的等温吸附过程,同时准二级模型很好地拟合了生物吸附Cr的过程。毛木耳(A.polytricha)子实体在去除水体中的Cr方面具有很强的潜力。     

Equilibrium and kinetics of copper(Ⅱ) biosorption by Myriophyllum spicatum L.

The potential use of Myriophyllum spicatum L. biomass as a biosorbent for the removal of copper（ Ⅱ ） from aqueous solution was investigated in laboratory condition. The sorption experiments were undertaken to obtain copper（ Ⅱ ） biosorption properties of M. spicatum L., i.e. equilibrium time, the maximum capacity, and rate constants. Copper（ Ⅱ ） biosorption was fast and equilibrium was attained within 35 min at initial copper（ Ⅱ ） concentration of 6 mg/L. Different isotherm models including the Langmuir, Freundlich, Temkin and Redlich-Peterson model, were used to investigate the sorption capacity and isotherm. These models showed an excellent match with the experimental data except for the Freundlich model. According to the Langmuir coefficients, the maximum sorption capacity of copper onto M. spicatum L. was 10.80 mg/g. The kinetics of copper（ Ⅱ ） sorption was also analysed and rate constants were derived. It was found that the overall sorption process was best described by the pseudo second-order equation, and that intraparticle diffusion was not the rate determining step. The results of this study showed that M. spicatum L. can be considered as useful vehicles for the removal and recovery of copper（ Ⅱ ） from aqueous solutions.     

Equilibrium and kinetics of copper(Ⅱ) biosorption by Myriophyllum spicatum L.

The potential use of Myriophyllum spicatum L. biomass as a biosorbent for the removal of copper(Ⅱ) from aqueous solution was investigated in laboratory condition. The sorption experiments were undertaken to obtain copper (Ⅱ) biosorption properties of M.spicatum L., i.e. equilibrium time, the maximum capacity, and rate constants. Copper(Ⅱ) biosorption was fast and equilibrium was attaine1 within 35 min at initial copper(Ⅱ) concentration of 6 mg/L. Different isotherm models including the Langmuir, Freundlich, Temkin and Redlich-Peterson model, were used to investigate the sorption capacity and isotherm. These models showed an excellent match with the experimental data except for the Freundlich model. According to the Langmuir coefficients, the maximum sorption capacity of copper onto M. spicatum L. was 10.80 mg/g. The kinetics of copper(Ⅱ) sorption was also analysed and rate constants were derived. It was found that the overall sorption process was best described by the pseudo second-order equation, and that intraparticle diffusion was not the rate determining step. The results of this study showed that M. spicatum L. can be considered as useful vehicles for the removal and recovery of copper(Ⅱ) from aqueous solutions.     

Biosorption characteristics of unicellular green alga Chlorella sorokiniana immobilized in loofa sponge for removal of Cr（Ⅲ）

Loofa sponge （LS） immobilized biomass of Chlorella sorokiniana （LSIBCS）, isolated from industrial wastewater, was investigated as a new biosorbent for the removal of Cr（Ⅲ） from aqueous solution. A comparison of the biosorption of Cr（Ⅲ） by LSIBCS and free biomass of C. sorokiniana （FBCS） from 10-300 mg Cr（Ⅲ）/L aqueous solutions showed an increase in uptake of 17.79% when the microalgal biomass was immobilized onto loofa sponge. Maximum biosorption capacity for LSIBCS and FBCS was found to be 69.26 and 58.80 mg Cr（Ⅲ）/g biosorbent, respectively, whereas the amount of Cr（Ⅲ） ions adsorbed onto naked LS was 4.97 mg/g. The kinetics of Cr（Ⅲ） biosorption was extremely rapid and equilibrium was established in about 15 and 20 min by LSIBCS and FBCS, respectively. The biosorption equilibrium was well defined by Langmuir adsorption isotherm model. The biosorption kinetics followed the pseudo-second order kinetic model. The biosorption was found to be pH dependent and the maximum sorption occurred at the solution pH 4.0. Desorption studies showed that 98% of the adsorbed Cr（Ⅲ） could be desorbed with 0.1 mol/L HNO3, while other desorbing agents were less effective in the order： EDTA 〉 H2SO4 〉 CH3COOH 〉 HCl. The regenerated LSIBCS retained 92.68% of the initial Cr（Ⅲ） binding capacity up to five cycles of reuse in continuous flow-fixed bed columns. The study revealed that LSIBCS could be used as an effective biosorbent for the removal of Cr（Ⅲ） from wastewater.     

Biosorption characteristics of unicellular green alga Chlorella sorokiniana immobilized in loofa sponge for removal of Cr(Ⅲ)

Loofa sponge (LS) immobilized biomass of Chlorella sorokiniana (LSIBCS), isolated from industrial wastewater, was investigated as a new biosorbent for the removal of Cr(Ⅲ) from aqueous solution. A comparison of the biosorption of Cr(Ⅲ) by LSIBCS and free biomass of C. sorokiniana (FBCS) from 10-300 mg Cr(Ⅲ)/L aqueous solutions showed an increase in uptake of 17.79% when the microalgal biomass was immobilized onto loofa sponge. Maximum biosorption capacity for LSIBCS and FBCS was found to be 69.26 and 58.80 mg Cr(Ⅲ)/g biosorbent, respectively, whereas the amount of Cr(Ⅲ) ions adsorbed onto naked LS was 4.97 mg/g. The kinetics of Cr(Ⅲ) biosorption was extremely rapid and equilibrium was established in about 15 and 20 min by LSIBCS and FBCS,respectively. The biosorption equilibrium was well defined by Langmuir adsorption isotherm model. The biosorption kinetics followed the pseudo-second order kinetic model. The biosorption was found to be pH dependent and the maximum sorption occurred at the solution pH 4.0. Desorption studies showed that 98% of the adsorbed Cr(Ⅲ) could be desorbed with 0.1 mol/L HNO3, while other desorbing agents were less effective in the order: EDTA ＞ H2SO4 ＞ CH3COOH ＞ HCl. The regenerated LSIBCS retained 92.68% of the initial Cr(Ⅲ) binding capacity up to five cycles of reuse in continuous flow-fixed bed columns. The study revealed that LSIBCS could be used as an effective biosorbent for the removal of Cr(Ⅲ) from wastewater.