掷孢酵母吸附去除铬的性能研究

通过菌种培养、分离与筛选 ,获得一株对铬具有很强还原与吸附性能的掷孢酵母(Sporobolomycetaceaesp ) .该菌株适宜的吸附pH值是 6— 9,1g培养 60h的菌体在 2 0mlpH 7的 1 5mg·l- 1 铬液中 ,吸附 8h后 ,对铬的去除率最高达到 1 0 0 % .在浓度分别为 1 5 ,30 ,5 0 ,1 0 0 ,30 0mg·l- 1 的铬液中 ,每克菌体对铬的吸附量与对数曲线y=1 72 5 8ln(x) - 2 0 9 49相吻合 ,相关系数为 0 9889,对吸附后菌体破壁测得细胞质内含铬量最高 ,达 65 5 % .通过扫描电子显微镜发现 ,处理 1 5mg·l- 1 铬液 8h后 ,菌体细胞壁的表面结构不发生形态变化     

生物吸附剂的制备及其对铬的吸附性能

通过对吸附时间、吸附液pH值、溶液含铬浓度与菌丝球投加量的效应值与极值进行正交分析 ,确定出影响生物吸附效果的各因素依次是 :吸附时间→吸附液pH值→菌丝球投加量→铬浓度 .实验筛选出了两个对铬具有良好吸附性能的菌种 :黄曲霉 (Aspergillusflavus)、曲霉属 (Aspergillussp .) .在吸附 8h的条件下 ,它们对含铬 1 5mg·l- 1的吸附液除铬率分别达 6 7 1 %和 71 2 % ,两者的最佳吸附条件是 :pH =5 ,铬菌投加比为 5mg·g- 1.以这两种霉菌为主 ,通过吸附性能实验 ,探讨了多种因素对生物吸附剂除铬性能的影响 .     

产朊假丝酵母CANDIDA UTILIS细胞壁对铜离子吸附位点的研究

目前认为所有生物大分子都对重金属离子有较强吸附性 ,但某些分子可特异地吸附重金属 ,并介导酵母细胞对重金属的抗性[1] .其中细胞表面的高分子聚合物倍受关注 ,酵母细胞壁约含 4 0种蛋白分子 ,但有关这些蛋白质在对重金属离子吸附中的作用目前还未见报道 .产朊假丝酵母Ｃａｎｄｉｄａｕｔｉｌｉｓ是重要单细胞蛋白生产菌株之一 ,因其营养条件要求不高 ,对工业废水有较强耐受和转化能力而广泛用于生产和研究 .我们观察了产朊假丝酵母细胞与分离纯化的细胞壁对铜离子的吸附能力差异 ,并对细胞壁上重金属离子吸附位点进行了研究 .1　材料与方…     

硝化褐煤对铬离子溶液的吸附研究

利用硝酸与龙口褐煤反应制得硝化褐煤，使其有效吸附质腐植酸含量提高。用该湖化褐煤对铬离子进行吸附试验，研究吸附剂的吸附量、吸附动力学、吸附模型和溶液的pH值对吸附的影响。结果表明：硝化褐煤对铬离子具有良好的吸附特性，其静态等温吸附符合Langmuir等温议程。     

酿酒酵母对Cu2+生物吸附机制的研究

采用废啤酒酵母分析了pH值、加菌量等影响啤酒酵母吸附Cu2 的主要因素,结果表明:pH4.5,吸附时间1—1.5h,加菌量0.01g·ml-1为最佳吸附条件;酵母对Cu2 的吸附符合Langmuir模型,表现为单分子层吸附;酵母菌细胞壁表面的—COOH,—NH3以及脂肪在其吸附铜离子时起着重要作用,NaOH处理的酵母吸附能力大大增加.     

有机沸石对水中BTEX及铬酸根离子的吸附

以天然沸石作为对比物 ,考察了有机沸石对水中BTEX (苯、甲苯、乙苯、二甲苯 )及铬酸根离子的吸附性能 .结果表明 :有机沸石对水中BTEX和铬酸根离子的吸附性能较天然沸石有了很大提高 ,在低质量浓度范围 ( 0— 0 2 5g·l- 1 )内呈现良好的线性关系 .对铬酸根离子的吸附符合Langmuir吸附模型 ,1 5℃时的饱和吸附容量为 1 5 97g·kg- 1 .     

液/固相单一离子吸附体系的动力学预测模型

对四种液/固相单一离子吸附体系的动力学研究结果表明:吸附速率不仅随时间变化,也与起始离子浓度(C0)和吸附剂浓度(W0)有关;Lagergren准二级方程在给定的起始离子浓度及吸附剂浓度下具有很高的模拟精确度,但其参数随起始离子浓度和吸附剂浓度的变化而变化,且无法确定其间的函数关系;结合四组分离子吸附模型,提出了新的动力学方程,实验结果表明,新方程具有较高的模拟精确度,其参数与C0和W0具有相对稳定的函数关系,可作为液/同相单一离子吸附体系中给定C0,W0条件下吸附动力学过程的预测模型.     

泥炭对溶液中铬的吸附及其在制革废水处理中的应用

经初步处理的泥炭可通过吸附去除制革废水中的Cr(Ⅲ ) ,在不同的振荡时间、Cr(Ⅲ )浓度、吸附剂用量和不同的pH条件下 ,泥炭吸附和去除Cr(Ⅲ )的效果有很大差异 .Cr(Ⅲ )在 1 0— 40mg·l- 1 范围内 ,最大去除率为 73 5 %— 88 2 % ,对应的吸附剂用量为 6 6—8 0g·l- 1 .铬液的初始pH <4 5时 ,Cr(Ⅲ )的去除为吸附过程 ,pH3 6时达到最高值 ;pH >4 5后 ,为沉淀过程 .废铬液中的杂质成分与Cr(Ⅲ )产生竞争吸附 ,使去除率略有降低 .经二次吸附后 ,废水可达到排放标准 .但Cr(Ⅲ )吸附的复杂性 ,使泥炭解吸率较低 .     

Zr（OH）4沉淀物对铬鞣废水Cr3+的吸附实验

用Zr(OH)4模拟锆鞣废水中的沉淀物作为吸附剂处理低浓度铬鞣废水,考察了吸附时间、Zr(OH)4投加量、溶液pH值、盐离子(Na+、Ca2+)浓度等因素对Cr3+去除效果的影响,结果表明,在pH<4.5时,Cr3+的去除为吸附过程,当pH>4.5后,为沉淀和吸附混合过程;Cr3+在Zr(OH)4上的吸附过程可以用Freundlich模型进行模拟;Na+和Ca2+对铬的吸附有一定的抑制作用.实际锆鞣废水中的杂质成分与Cr3+产生竞争吸附,使去除率略有降低,最低去除率可达71.29%以上.     

阳离子表面活性剂用量对改性沸石吸附铬酸根的影响

用不同量阳离子表面活性剂十六烷基三甲基溴化铵(CTAB)对天然沸石改性,并制备不同改性程度的改性沸石,测定沸石对CTAB的吸附量,比较几种沸石对铬酸根的吸附性能及其与改性沸石胶体Zeta电位的关系,探讨沸石对铬酸根的吸附机制及沸石再生后对铬酸根的吸附能力.结果表明,随着CTAB加入量的增加,它在沸石表面的吸附量显著增加,制备的改性沸石对铬酸根吸附性能显著提高.改性后沸石胶体的Zeta电位由负变正,而且随着CTAB用量的增加,Zeta电位正值增加.铬酸根在改性沸石表面的吸附量随离子强度增加而减小,而且改性沸石吸附的铬酸根大部分可以被中性盐解吸,说明铬酸根的吸附以静电作用机制为主.改性剂用量在0.15～0.3 mol·kg-1范围内,改性沸石再生后仍对铬酸根有很好的吸附性能,可以循环使用.     

Chromium (VI) biosorption by immobilized Aspergillus niger in continuous flow system with special reference to FTIR analysis

Aspergillus niger was treated with acid and immobilized in calcium alginate matrix. The dynamic removal of Cr (VI) ion was studied using continuously fed column packed with immobilized biosorbent beads. Column experiments were carried out to study the effect of various bed heights (20, 30, 40 cm) under different flow rates (5, 7.5, 10 ml min(-1)) on efficiency of biosorption. The maximum time (1020 minutes; 17 hr) before breakthrough point was observed in case of 40 cm bed height with flow rate of 5ml min(-1). FTIR analysis of acid treated immobilized A. niger was used fora qualitative and preliminary analysis of chemical functional groups present on its cell wall which provided the information on nature of cell wall and Cr (VI) interaction during the process of biosorption. The IR spectra of biosorbent recorded before and after chromium biosorption had shown some changes in the band patterns, which were finally analyzed and was found that chemical interaction such as ion-exchange between carboxyl (-COOH), hydroxyl (-OH) and amine (-NH2) group of biosorbent and Chromium ion were mainlyinvolved in biosorption of Cr (VI) onto A. niger cell wall surface. The biosorbed metal was eluted from biosorbent by using 0.1 M H2SO4 as eluant. Immobilized biosorbent could be reused for five consecutive biosorption and desorption cycles without apparent loss of efficiency after its reconditioning. Considering all above factors together this paper discusses the efficient chromium biosorption process carried out by immobilized A. niger biosorbent.     

Biosorption of hexavalent chromium and malachite green from aqueous effluents,using Cladophora sp.

Biosorption potential of green macroalgae Cladophora sp., (GAC) for the removal of hexavalent chromium (Cr(VI)) and malachite green (MG) from aqueous medium was investigated. Optimal conditions for biosorption experiments were determined as a function of initial pH, GAC dosage, temperature and initial concentration of Cr(VI) and MG. The biosorption equilibrium data were fitted with the isotherm models of Langmuir, Freundlich, Kiselev, Frumkin and Jovanovic, while the experimental data were analysed using the kinetic models such as pseudo-first-order, pseudo-second-order, Ritchie's and intraparticle diffusion. The Langmuir maximum biosorption capacity was calculated as 100.00?mg/g (Cr(VI)) and 142.85?mg/g (MG). The biosorption kinetic data showed better agreement with the pseudo-second-order kinetic model. The thermodynamic parameters indicated spontaneous and endothermic nature of the biosorption process for Cr(VI) removal, whereas exothermic in the case of MG removal. Furthermore, the biosorption efficiencies of the GAC reusability were found significant up to five cycles and tested using 0.1, 0.5 and 1.0?M HCl, respectively. The results of the present study indicated that GAC is a suitable biosorbent for the sequestration of Cr(VI) and MG from aqueous solutions.     

Biosorption of chromium(VI), nickel(II) and copper(II) ions from aqueous solutions using Pithophora algae

The biosorption of heavy metals is considered to be one of the best alternatives for the treatment of wastewater. The metal binding capacity of algae and acid-treated algae is investigated to find out the removal characteristics of Cr(VI), Ni(II) and Cu(II) ions from single metal solutions. Batch experiments are conducted and the study is extended to investigate the effect of pH, amount of adsorbent and adsorbate concentration on the extent of biosorption. The results indicate that the adsorption capacity of algae depends strongly on pH. The maximum adsorption of Cr(VI), Ni(II) and Cu(II) occurs at pH values of 2, 7 and 4.3, respectively. The adsorption process follows first-order kinetic equation. The data obtained are correlated with Freundlich and Langmuir adsorption isotherms.     

Biosorption potential of Cr(VI) by Kocuria sp. ASB107, a radio-resistant bacterium isolated from Ramsar,Iran

Heavy metal pollution in soil and wastewater is a worldwide environmental issue in which microorganisms play a significant role for its removal. In the present study, biosorption of Cr(VI) by the live and dead cells of Kocuria sp. ASB107, a radio-resistant bacterium, was investigated. The effect of contact time, solution pH, initial hexavalent chromium concentration and adsorbent dose on biosorption efficiency was studied. Also, live cells were further immobilised on various matrices by different techniques and then were examined for tolerance to chromium biosorption. Experimental results indicated that the removal efficiency of chromium increased with decrease in pH, initial Cr(VI) concentration, and also increase in adsorbent dose and the contact time. The maximum removal efficiency of live and dead cells at acidic pH of 4–4.5, contact time of 24 hours, adsorbent dose 1.6?g/100?mL and initial chromium concentration 25?mg/L were 82.4% and 69.2%, respectively. The adsorption data was described well by Langmuir isotherm model. Among all immobilisation techniques tested, cross-linking showed the highest biosorption of Cr(VI). Results indicated that live cells of Kocuria sp. ASB107 were better than dead ones.     

Biosorption of lead and cadmium using marine algae

The use of algae (Ulva fasciata, green and Sargassum sp., brown) to reduce lead and cadmium levels from mono-metal solutions was investigated. The brown algae showed higher efficiency for the accumulation of lead (～1.5 times) and cadmium (～2 times) than green algae. The optimum pH value is found to be between 4 and 5.5. Regarding biomass concentration, an increase in metals percentage removal and a decrease in metal uptake capacity coincided with the increase in biomass concentration. All light metals (Ca, Mg and Na) showed a suppressive effect on biosorption capacity. The enhancement of biosorption in the case of NaOH was obvious. The biosorption process (65–90%) occurred within 3?min. Experimental data were in high agreement with the pseudo-second-order kinetic model and Freundlich model for lead and cadmium biosorption using different biosorbents. In the desorption study, 0.2?mol?L^?1 HCl recorded the best concentration for the elution of metals from the biomass. The biosorption capacity decreased over the four operational cycles for both lead and cadmium. Infrared analysis showed that amino, hydroxyl and carboxyl functional groups provide the major biosorption sites for metal binding. Use of the above-mentioned algae for cheap metal absorbance is considered as one water treatment criterion.     

海藻酸钙固定混合SRB菌群生物吸附Ni^2＋的动力学

利用海藻酸钙为载体包埋固定化硫酸盐还原菌(SRB)混合菌群,研究了固定化微生物吸附重金属镍离子的动力学特性.结果表明:固定化混合SRB菌群对Ni2 具有良好的吸附性能,最大吸附容量qm高达931.9mg(Ni2 )/g(SRB)颗粒,是一种颇具应用前景的生物吸附剂.固定化SRB吸附Ni2 的动力学过程可以用准二次动力学方程描述,整个吸附过程可以明显地分为两个阶段,即物理化学吸附阶段和生物沉淀阶段.扩散动力学研究表明,固定化颗粒的内扩散并非是唯一控制吸附速率的机制,整个吸附过程涉及到多种吸附机制.图4表3参14     

Biosorption of Cr(III) from aqueous solution by freeze-dried activated sludge: Equilibrium,kinetic and thermodynamic studies

Batch biosorption experiments were conducted to remove Cr(III) from aqueous solutions using activated sludge from a sewage treatment plant. An investigation was conducted on the effects of the initial pH, contact time, temperature, and initial Cr(III) concentration in the biosorption process. The results revealed that the activated sludge exhibited the highest Cr(III) uptake capacity (120 mg·g⁻¹) at 45°C, initial pH of 4, and initial Cr(III) concentration of 100 mg·L⁻¹. The biosorption results obtained at various temperatures showed that the biosorption pattern accurately followed the Langmuir model. The calculated thermodynamic parameters, ΔG^o (−0.8– −4.58 kJ·mol⁻¹), ΔH^o (15.6–44.4 kJ·mol⁻¹), and ΔS^o (0.06–0.15 kJ·mol⁻¹·K⁻¹) clearly indicated that the biosorption process was feasible, spontaneous, endothermic, and physical. The pseudo first-order and second-order kinetic models were adopted to describe the experimental data, which revealed that the Cr(III) biosorption process conformed to the second-order rate expression and the biosorption rate constants decreased with increasing Cr(III) concentration. The analysis of the values of biosorption activation energy (E_a = −7 kJ·mol⁻¹) and the intra-particle diffusion model demonstrated that Cr(III) biosorption was film-diffusion-controlled.     

原生质体电诱导融合构建去除重金属的高效菌

研究了采用原生质体电融合技术构建高效的重金属去除菌;对影响电融合效率的几个参数,以及融合子的生长条件、除铬性能和遗传稳定性等方面进行了考察;确定了进行电融合的最佳条件,并选出 1株最好的融合株R32. 实验结果表明:R32不论是在处理低浓度还是高浓度的铬液时,其去除率和还原率都明显高于 2株亲本菌,处理低浓度含铬废水时,去除率和还原率可达到 100%;处理高浓度含铬废水(200mgL-1 )时,还原率仍可达 50%以上. 经过多次传代后,R32的除铬能力保持稳定. 当投菌量>10gL-1 (湿重)时,其去除率和还原率都在 80%以上. 正交实验结果显示,pH和Cu2 浓度对R32的生长影响都不大,这些特点都有利于R32在实际含铬废水处理中的应用. 图 4表 3参 14     

盐泽螺旋藻对染料的吸附性能研究

本文研究了经过一定处理后失活的盐泽螺旋藻对七种染料的吸附行为;同时探讨了不同重金属对失活的盐泽螺旋藻吸附染料的影响。