活性碳纤维吸附甲苯废气吸附等温方程的研究

研究了固定床吸附器中粘胶基活性碳纤维(viscose rayon-based ACFs)吸附甲苯废气的特性,通过实验测定活性碳纤维吸附不同浓度甲苯废气的穿透曲线,作出等温吸附曲线,根据实验数据拟合出几个吸附平衡方程,并与实验结果进行比较.实验结果可为工业设备设计提供参考.     

活性碳纤维吸附甲苯废气吸附等温方程的研究

研究了固定床吸附器中粘胶基活性碳纤维（viscose rayon-based ACFs）吸附甲苯废气的特性，通过实验测定活性碳纤维吸附不同浓度甲苯废气的穿透曲线，作出等温吸附曲线。根据实验数据拟合出几个吸附平衡方程，并与实验结果进行比较。实验结果可为工业设备设计提供参考。     

微型舱模拟室内环境中活性炭净化甲醛的能力

利用微型实验舱(0.04 m3)模拟室内甲醛环境进行活性炭吸附实验,研究吸附后甲醛浓度随时间的变化趋势,计算活性炭对甲醛的净化效率、吸附速率和饱和吸附量,探索活性炭对室内甲醛的吸附规律.研究发现,当甲醛含量为0 ～0.40 mg,活性炭用量为0.5g时,舱内甲醛浓度随时间延长呈指数递减变化趋势,吸附后0～0.5 h甲醛浓度递减得最快,0.5～2h递减速度变缓,2～4h甲醛浓度基本上保持不变;研究E0A1、E1A4曲线斜率K及活性炭甲醛净化效率发现,每次吸附过程活性炭吸附2h可达到吸附平衡,活性炭进行3次吸附平衡即可达到吸附饱和,每次实验第一次吸附过程、每次吸附过程前半小时活性炭对甲醛的吸附能力最强;活性炭的吸附速率在吸附初期迅速降低,最后趋近于0;等量椰壳活性炭在一定浓度的污染物环境中饱和吸附量是个定值.说明使用活性炭净化室内甲醛有一定的规律可循.     

Modeling VOCs adsorption onto activated carbon

The activated carbon adsorption process is affected by the characteristics of adsorbent, adsorbate and environmental conditions. In this study, both adsorption and desorption processes are assumed to occur simultaneously and a numerical model was developed with a non-linear driving force in conjunction with the Langmuir model for predicting the overall adsorption process. The numerical model provides both adsorption and desorption rate constants and activation energies. The resultant equilibrium constants are of the same order of magnitude as reported by other studies. Results show that the model could well predict the adsorption isotherms and breakthrough curves under various conditions.     

活性炭纤维对水中微囊藻毒素的吸附性能

利用活性炭纤维对水中微囊藻毒素MC—LR的吸附，研究了吸附过程的热力学与动力学特性。结果表明，活性炭纤维对MC—LR的平衡吸附量在相同温度下随MC-LR初始浓度的增加而显著增大，并随着温度升高而增加，最大吸附量达246μg／g。不同温度条件下，活性炭纤维对MC-LR的吸附均较好地符合Langmuir等温吸附模型。通过热力学分析发现，△H=15．7kJ／mol、△G〈0、△S〉0，表明该吸附是自发的、吸热的过程，温度升高有利于吸附反应。动力学研究表明，该过程符合一级动力学方程。吸附反应速率受颗粒内扩散和液膜扩散共同影响。活性炭纤维经再生后，平衡吸附量变化较小，具有良好的重复使用性能。     

活性炭吸附处理电镀废水中的EDTA

采用颗粒活性炭对模拟废水中EDTA进行批式吸附实验，在实验中考察了恒温振荡器的振荡速度、温度、pH值等因素对吸附的影响，同时探讨了吸附等温线模型和吸附动力学模型。实验结果表明，在25％时活性炭对EDTA的吸附平衡时间为40h。在pH值为5．0、温度为25℃、振荡器振荡速度为200r／min、活性炭粒径为1～2mm、活性炭加入量为10g／L的情况下，EDTA的浓度在48h内由368．8mg／L降低至76．34mg／L，对应的COD值从305．9mg／L降低为67．21mg／L，去除率达到了79．3％。活性炭对EDTA的吸附符合Langmuir吸附等温线模型，其吸附行为可以用准二级吸附动力学模型来描述。     

磺胺类抗生素的活性炭吸附过程研究

采用煤质活性炭对3种磺胺类抗生素(浓度在1～2 mg/L之间)的吸附处理过程做了深入研究。结果表明,3种磺胺类抗生素在2～3 h之内可以达到吸附平衡;准一级动力学对其吸附动力学的模拟结果良好,且SMZ、SM1和SM2的一级吸附动力学常数k1分别为0.029、0.024和0.017 min-1,3种抗生素的平衡吸附容量分别为3.75、3.23和2.95 mg/g,SMZ的平衡吸附容量最大,最先达到吸附平衡,且平衡浓度也最低。3种磺胺类抗生素的吸附过程中,吸附前期的阻力主要是内扩散,而吸附后期较低浓度的抗生素吸附过程的阻力主要来自于膜扩散;采用Freundlich等温线方程描述3种磺胺类抗生素的吸附过程更为合理。     

The removal of uranium (VI) from aqueous solutions onto activated carbon developed from grinded used tire

In this study, activated carbon was prepared from waste tire by KOH chemical activation. The pore properties including the BET surface area, pore volume, pore size distribution, and average pore diameter were characterized. BET surface area of the activated carbon was determined as 558 m²/g. The adsorption of uranium ions from the aqueous solution using this activated carbon has been investigated. Various physico-chemical parameters such as pH, initial metal ion concentration, and adsorbent dosage level and equilibrium contact time were studied by a batch method. The optimum pH for adsorption was found to be 3. The removal efficiency has also been determined for the adsorption system as a function of initial concentration. The experimental results were fitted to Langmuir, Freundlich, and Dubinin–Radushkevich (D-R) isotherm models. A comparison of best-fitting was performed using the coefficient of correlation and the Langmuir isotherm was found to well represent the measured sorption data. According to the evaluation using the Langmuir equation, the saturated monolayer sorption capacity of uranium ions onto waste tire activated carbon was 158.73 mg/g. The thermodynamic equilibrium constant and the Gibbs free energy were determined and results indicated the spontaneous nature of the adsorption process. Kinetics data were best described by pseudo-second-order model.     

污泥基活性炭吸附Cu（2＋）的应用研究

以城市污水处理厂剩余污泥为原料,以ZnCl2为活化剂制取污泥基活性炭。以此污泥基活性炭为吸附剂,对含Cu2＋的废水进行了吸附实验研究。考察了溶液pH值、Cu2＋的起始浓度对Cu2＋离子吸附量的影响;利用等温吸附实验作出吸附等温线,并考察了污泥基活性炭吸附剂吸附Cu2＋的动力学方程。实验结果表明,污泥基活性炭对Cu2＋具有良好的吸附性能。吸附的最佳pH值为5;吸附符合Langmuir和Freundlich吸附等温方程,吸附为优惠吸附,吸附量随着吸附质溶液浓度的增加而增大;吸附平衡时间为4 h,吸附动力学符合二级动力学方程。     

污泥基活性炭吸附Cu2+的应用研究

以城市污水处理厂剩余污泥为原料，以ZnCl₂为活化剂制取污泥基活性炭。以此污泥基活性炭为吸附剂，对含Cu²⁺的废水进行了吸附实验研究。考察了溶液pH值、Cu²⁺的起始浓度对Cu²⁺离子吸附量的影响；利用等温吸附实验作出吸附等温线，并考察了污泥基活性炭吸附剂吸附Cu²⁺的动力学方程。实验结果表明，污泥基活性炭对Cu²⁺具有良好的吸附性能。吸附的最佳pH值为5；吸附符合Langmuir和Freundlich吸附等温方程，吸附为优惠吸附，吸附量随着吸附质溶液浓度的增加而增大；吸附平衡时间为4 h，吸附动力学符合二级动力学方程。     

吸附-电化学氧化耦合处理对氯苯酚废水及动力学

以毡状活性炭纤维为阳极,不锈钢为阴极,吸附-电化学氧化耦合降解对氯苯酚废水进行了研究。考察了吸附或耦合电化学氧化过程、电流密度、支持电解质硫酸钠浓度和活性炭纤维重复使用对废水COD去除率的影响,结果表明,采用吸附-电化学氧化耦合方法,当电流密度7.6 mA/cm2支持电解质（硫酸钠）浓度为1 g/L,处理时间为180 min,4-CP废水COD去除率可达97.09%。毡状活性炭纤维对4-CP的静态吸附过程符合Langmiu吸附等温方程。建立了吸附-电化学氧化COD去除动力学模型,动力学模型参数表明,对于COD的去除,电化学氧化作用比吸附作用大。     

Physicochemical characteristics of carbonaceous adsorbent for dioxin-like polychlorinated biphenyl adsorption

It has been known that dioxin-like polychlorinated biphenyls (DL-PCBs) are present in almost all types of environments worldwide. Activated carbon treatment has been expected for the removal of DL-PCBs because it is a simple and low-cost removal technology. In the present study, the physicochemical properties of activated carbon were investigated to identify the characteristics of 16 different types of activated carbon on adsorption properties for DL-PCBs. To accomplish this, micropore volume, and pore diameter were calculated by t-plot analysis and the mesopore volume was analyzed by the Barrett-Joyner-Halenda (BJH) method. In addition, the Brunauer-Emmett-Teller (BET) surface area, pH, metal elements, and surface acid functional groups were analyzed. Then, adsorption experiments using DL-PCB in hexane solution were conducted, and the relationship between adsorption and physicochemical properties of activated carbon was investigated. The results showed that activated carbons having a surface area of 700-1200 m² g⁻¹ and micropores with diameters of about 0.7-0.8 nm exhibited high activity for the adsorption of PCBs. The results also clearly showed that the mesopore volume of activated carbon influenced the adsorption rate and the equilibrium adsorption.     

超声前处理强化活性炭吸附活性艳红X-3B染料废水

探究了超声前处理活性艳红X-3B染料废水强化活性炭吸附降解性能及不同超声参数的影响规律,包括超声功率和超声时间。研究结果表明,超声前处理活性艳红X-3B染料废水可通过空化效应使有机大分子裂解为小分子易于被活性炭吸附,同时可强化其到活性炭微孔中传输,提高了活性炭吸附降解性能,最佳超声功率为320 W。浓度越高,所需超声时间越长,当超声达到一定时间后,继续超声不会影响染料分子的吸附。超声前处理虽然不会改变吸附平衡时间,但可有效增加活性炭处理活性艳红X-3B染料废水的饱和吸附量。     

麻质活性炭的制备及其对Cu2＋的吸附研究

以废麻为原料,KOH为活化剂制备粉状活性炭,通过静态吸附实验研究了活性炭对Cu2＋的吸附性能,探讨了溶液起始pH值、活性炭投加量、吸附时间、起始Cu2＋质量浓度等对Cu2＋吸附效果的影响。结果表明,溶液pH和活性炭投加量对吸附效果有较大影响,活性炭对Cu2＋的吸附率在60 min内超过50%,初始浓度在10~50 mg/L时,活性炭对Cu2＋的吸附量与起始浓度近似成正比。采用Langmuir、Freundlich吸附等温式对吸附平衡数据进行了拟合,结果表明吸附等温线符合Frenudlich模型。采用傅立叶红外光谱法（FT-IR）分析了活性炭的表面官能团,分析表明活性炭表面酸性官能团可能是吸附Cu2＋的活性中心。     

Experimental design methodology for the preparation of carbonaceous sorbents from sewage sludge by chemical activation--application to air and water treatments

The objective of this study is to optimize experimental conditions of sorbent preparation from sewage sludge using experimental design methodology. Series of carbonaceous sorbents have been prepared by chemical activation with sulfuric acid. The sorbents produced were characterized, and their properties (surface chemistry, porous and adsorptive properties) were analyzed as a function of the experimental conditions (impregnation ratio, activation temperature and time). Carbonaceous sorbents developed from sludge allow copper ion, phenol and dyes (Acid Red 18 and Basic Violet 4) to be removed from aqueous solution as well as VOC from gas phase. Indeed, according to experimental conditions, copper adsorption capacity varies from 77 to 83 mg g(-1), phenol adsorption capacity varies between 41 and 53 mg g(-1) and VOC adsorption capacities (acetone and toluene) range from 12 to 54 mg g(-1). Each response has been described by a second-order model that was found to be appropriate to predict most of the responses in every experimental region. The most influential factors on each experimental design response have been identified. Regions in which optimum values of each factor were achieved for preparation of activated carbons suitable for use in wastewater and gas treatments have been determined using response surfaces methodology. In order to have a high mass yield and to minimize the energetic cost of the process, the following optimal conditions, 1.5 g of H2SO4 g(-1) of sludge, 700 degrees C and 145 min are more appropriate for use of activated carbon from sludge in water and gas treatments.     

可吸附有机卤化物的深度处理实验研究

可吸附有机卤化物（AOX）是人为污染的重要标志之一,北京高碑店污水处理厂二级出水中约90％的AOX为可吸附有机氧化物（AOCl),研究了自氧氧化,粒状活性炭吸附,粉末活性炭吸附3种深度处理工艺对二级出水中AOX的去除作用,臭氧的氧化反应最多可去除约38％的AOX,粒状活性炭床可运行3200床体积,吸附容量为0.14mgAOX/g GH-16型活性炭,投加木质粉末活性炭200mg/L及25mg/L的聚合氯化铝,能去除24．7％的AOX。     

花生壳活性炭对亚甲基蓝的吸附特性

以花生壳为原料,氯化锌为活化剂制备花生壳活性炭,采用高分辨电子扫描电镜(SEM)和氮吸脱附曲线对花生壳活性炭进行了表征.从热力学和动力学的角度,研究了花生壳活性炭对亚甲基蓝溶液的吸附行为.热力学研究表明,花生壳活性炭对亚甲基蓝的吸附符合Langmuir等温吸附方程,该吸附是自发吸热过程,吸附自由能为-52.4017～-95.1765 kJ/mol,吸附熵变为214 J/(mol·K),吸附焓变为57.49796 kJ/mol.动力学研究表明,花生壳活性炭对亚甲基蓝的吸附符合二级反应动力学方程反应特征.     

污泥活性炭的表征及其对Cr（Ⅵ）的吸附特性

以城市污水处理厂污泥为原料，采用磷酸活化一微波热解法制备得到污泥活性炭，并将其用于吸附水溶液中的Cr（Ⅵ）。分别采用元素分析仪（VarioELcube）、比表面积孔径分布测定仪（ASAP2020）、扫描电镜（SEM）和傅里叶红外光谱（FT—IR）等仪器对原污泥及污泥活性炭的表面组成和结构进行表征，探讨污泥活性炭的孔隙结构参数和表面化学性能。通过静态吸附实验，考察了溶液初始pH，接触时间，初始Cr（Ⅵ）浓度对污泥活性炭吸附Cr（Ⅵ）效果的影响，并探讨了污泥活性炭去除Cr（Ⅵ）的机理。实验结果表明，pH越低吸附效果越好，吸附平衡时间为100h。不同温度下吸附过程均符合Langmuir等温吸附模型，30℃时最大吸附容量为27．55mg／g；吸附动力学过程符合准二级速率方程（R2〉0．99）；污泥活性炭对Cr（Ⅵ）的去除是一个吸附-还原耦合的过程。     

Adsorption Characteristics of Activated Carbon and XAD4 Resin for the Removal of Hazardous Organic Solvents

A comparative study has been conducted on adsorption/desorption of six hazardous organic vapors on synthetic resin (XAD4) and activated carbon, using a differential reactor involving the expansion of a quartz spring. While both sorbents can effectively remove the organic vapors, it was observed that at low concentrations activated carbon adsorbed more organic vapor than synthetic resin. At higher, industrial concentrations, the resins adsorbed more vapor as demonstrated by the slopes of the equilibrium isotherms. The resin also showed much higher desorptlon.

The effective Intraparticle diffusion coefficients (D_e) were observed to be strongly dependent on solute concentration. Pore diffusion dominated the adsorption/desorption of the six organic vapors on XAD4 resin. For the carbon system, pore diffusion dominated the adsorption but surface diffusion contributed to the desorptlon process. This is believed to be due to higher Interaction of the adsorbates with activated carbon.     

Endocrine disruptors compounds, pharmaceuticals and personal care products in urban wastewater: implications for agricultural reuse and their removal by adsorption process

In the last years, a lot of emerging contaminants, such as, endocrine disruptors compounds (EDCs), pharmaceuticals, and personal care products (PPCPs) have been detected in wastewater. Because of their toxicity and possible adverse effects on the environment and humans, their release from urban wastewater treatment plants (UWWTPs) effluents should be minimized, particularly when a wastewater reuse for crops irrigation is expected. Many processes have been investigated for advanced treatment of UWWTP effluents as well as for emerging contaminant degradation; among these, adsorption process was successfully used to remove EDCs and PPCPs from wastewater. This article shortly reviews EDCs and PPCPs removal from UWWTP effluents by adsorption process using conventional and non-conventional adsorbents. The fate of EDCs and PPCPs in UWWTPs and the implications for agricultural wastewater reuse has been addressed too. In spite of the adsorption process looking to be a valuable alternative to other advanced technologies for the removal of emerging contaminants from wastewater, some gaps still remain to evaluate the actual feasibility at full scale. However, according to a few studies available in scientific literature on the use of both powdered activated carbon and granular activated carbon at full scale, adsorption process by activated carbon is a promising, potentially effective, and economically feasible solution for producing safe wastewater for agricultural reuse.