4种人工湿地填料对磷的吸附特性分析

采用等温吸附、吸附动力学、填料饱和吸附后磷素释放实验,研究了紫色土、河沙、页岩、石灰岩对磷的吸附特征,结果表明Langmuir和Freundlich等温吸附方程均能很好地拟合各填料对磷的吸附特征,各填料对磷的最大吸附量大小顺序依次为石灰岩(666.67 mg/kg)河沙(500.00 mg/kg)页岩(434.78 mg/kg)紫色土(416.67 mg/kg);从反应速率来看,吸附过程都可分为快、中、慢3个阶段;相对一级动力学方程、双常数方程而言,Elovich方程对4种填料的吸附动力学特征拟合最好,决定系数R~2在0.831～0.966之间;从磷的解吸率来看,各填料释磷大小顺序依次为河沙(4.257%)页岩(3.803%)石灰岩(3.638%)紫色土(2.134%)。综合考察得出,石灰岩更适合作为人工湿地污水除磷的填料。     

改性沸石对Cd(Ⅱ)的吸附平衡及动力学

采用等温吸附法比较了氢氧化钠、氯化钠、硝酸铵、硫酸、磷酸、混合盐和高温改性沸石对含镉废水的吸附效果,并采用Langmuir、Freundlich等温线方程及Lagrange假一级动力学方程、假二级动力学方程、粒内扩散方程对实验数据进行了拟合。结果表明,镉浓度大于10 mg/L时,NaOH改性沸石吸附效果最好,吸附率在99.2%以上;沸石对镉的吸附符合Langmuir方程,属单分子层吸附,最大吸附量Qm=6.456 mg/g;改性沸石对Cd2+的吸附动力学符合假二级动力学方程,以化学吸附为主,有多个控速步骤。     

4种人工湿地基质对马拉硫磷的吸附特性

通过基质对马拉硫磷的等温吸附和吸附动力学实验,研究天然土壤、煤渣、沸石、砾石对马拉硫磷的吸附特性,为人工湿地处理含马拉硫磷废水提供理论依据.结果表明:马拉硫磷浓度为2.25 ～ 90 mg/L条件下,Langmuir和Freundlich方程均能较好地拟合4种基质对马拉硫磷的等温吸附过程,并且Freundlich方程的拟合效果要好于Langmuir方程.马拉硫磷的理论饱和吸附量大小依次为天然土壤(9.9304 mg/g)＞煤渣(1.6173 mg/g)＞沸石(0.6039 mg/g)＞砾石(0.3965 mg/g).4种基质对马拉硫磷的缓冲能力大小依次为天然土壤＞煤渣＞沸石＞砾石,即当进水马拉硫磷浓度波动较大时,作为湿地基质天然土壤使人工湿地系统维持稳定出水水质的能力最强.马拉硫磷浓度为4.5 mg/L条件下,吸附动力学模型Elovich方程能较好地拟合4种基质对马拉硫磷的吸附动力学特征,说明4种基质对马拉硫磷的吸附是表面吸附和内部扩散吸附共同作用的结果.因此,天然土壤和煤渣适宜作为处理含马拉硫磷废水的人工湿地基质.     

3种人工湿地基质对磷的吸附特性

选用页岩、陶粒和砾石3种基质进行等温吸附和吸附动力学试验,研究其对磷的吸附特性。结果表明,Freun-dlich和Langmuir方程均能较好地拟合各基质对磷的吸附特征,并且用Freundlich方程的拟合效果要好于Langmuir方程;基质对磷的理论饱和吸附量大小依次为页岩(527.992 mg/kg)>陶粒(328.165 mg/kg)>砾石(129.729 mg/kg);页岩最大磷吸附量随粒径增加而减小;各基质对磷的吸附过程分为快、中、慢3个阶段,3种基质对磷的吸附速率依次为页岩>陶粒>砾石;准二级动力学方程、双常数方程和Elovich方程均能较好地描述人工湿地基质对磷的吸附动力学特征,但从相关系数来看,准二级动力学方程的描述更为准确。     

磺胺间甲氧嘧啶在土壤中的吸附/解吸特性研究

通过吸附/解吸动力学、吸附/解吸热力学试验研究了磺胺间甲氧嘧啶(SMM)在河南土壤上的吸附/解吸行为,并分析了影响SMM吸附/解吸的因素。结果表明,SMM在土壤中的吸附系数为18.9mL/g,土壤有机碳吸附系数为466.2mL/g,SMM在土壤中具有一定的移动性,对地下水和地表水存在一定的污染风险;描述SMM吸附过程的最优动力学方程为一级反应动力学方程,土壤对SMM的吸附近似于一级反应,且SMM在土壤中的吸附以物理吸附为主;用Freundlich方程来描述SMM在土壤的等温吸附行为最适宜,且SMM在土壤中的吸附经验常数的倒数均小于1,属于L-型吸附等温线。     

汞矿区周边土壤和溪流底泥对汞的吸附解吸特征

为充分认识汞在土壤和底泥中的吸附解吸特征,采取恒温水平振荡法对汞矿区周边未污染土壤和溪流底泥进行了Hg~(2+)的吸附解吸实验并用吸附等温方程和动力学方程对吸附过程进行了拟合对比。结果表明,土壤和底泥对Hg~(2+)的吸附过程类似,在中性条件下,其饱和吸附量分别为1 848.77 mg·kg~(-1)、941.25 mg·kg~(-1)在过酸或者过碱的条件下,均不利于土壤和底泥对Hg(Ⅱ)的吸附;在初始5 min内,土壤和底泥对Hg~(2+)的吸附量分别达到了饱和吸附量的72.64%、62.68%,200 min内基本达到吸附饱和;Hg~(2+)在土壤和底泥中的吸附量越大,其解吸量也越大,土壤对Hg~(2+)的吸附量及量成正比例关系,且Hg~(2+)一旦进入土壤或底泥,则很难再被解吸出来,土壤和底泥的最大解吸率分别为0.92%、1.32%。Langmuir、Freundlich和TemKin 3种曲线均能较好地拟合土壤和底泥二者对Hg~(2+)的等温吸附过程,但Langmuir的拟合度更高,显著水平分别达到了0.997 6,0.995 9;Elovich、双常数方程均能较好地拟合土壤和底泥对Hg~(2+)的吸附动力学过程,Eovich方程更适合拟合土壤对Hg~(2+)的吸附动力学,双常数方程更适合底泥的动力学拟合,显著水平分别达到0.935 0、0.919 9。     

页岩陶粒对水体中磷的吸附作用及动力学

研究了页岩陶粒对水溶液中磷的等温吸附特征,考察了溶液磷初始浓度、吸附剂粒径和温度对吸附作用的影响,利用一级和准二级动力学模型对页岩陶粒吸附除磷动力学过程进行了分析.结果表明,页岩陶粒对磷的等温吸附特征符合Langmuir方程,最大磷吸附量为131.58 mg/kg.溶液磷初始浓度越大,温度越高,页岩陶粒对磷的吸附量越大.随着吸附剂粒径的减小,一级动力学速率常数增大,吸附平衡时间缩短.尽管一级和准二级动力学模型都能反映不同条件下页岩陶粒的吸附除磷动力学过程,但相比较而言,准二级动力学对该过程的描述更为准确,由该模型估算出页岩陶粒对磷的平衡吸附量qe,其误差基本小于13.00%.     

3种湿地填料对水体中氮磷的吸附特性研究

针对污染水体中氮磷超标问题,以海绵铁、沸石、砾石为填料,采用等温吸附、吸附动力学模型的方法开展3种湿地填料对氮磷吸附特性研究.结果表明:(1)填料对氮和磷的吸附均能用Langmuir和Freundlich方程描述.理论上对磷的吸附量依次为海绵铁＞沸石＞砾石;对氮依次为沸石＞海绵铁＞砾石.(2)双常数、一级动力学和Elovich方程动力学模型能够较好地描述填料对氮磷的等温吸附动力学特征,其中Elovich方程对3种填料的磷的吸附动力学特征描述更准确;一级动力学方程对沸石的氮的吸附动力学特征描述最精准.(3)填料对氮磷的吸附过程呈现先快后慢的整体趋势.从对氮磷的吸附量、吸附速率看,海绵铁和沸石能够作为人工湿地的填料对污水进行处理,并且经济方面较便宜,取用方便.     

2,4,6-三氯酚在盐城湿地土壤中的吸附行为

2,4,6-三氯酚(2,4,6-TCP)是造纸废水中的有机污染物之一,具有毒性强、难生物降解等特点。为了解盐城湿地土壤对2,4,6-TCP的吸附行为,采用批平衡实验研究了2,4,6-TCP在该土壤中的动力学和热力学吸附特征,并考察了不同溶液pH及离子强度对土壤吸附2,4,6-TCP的影响。结果表明,在水土比为10∶1的条件下,当溶液pH为3~9时,吸附系数Kd随pH的升高由8.01 L/g降到1.57 L/g;当Ca Cl2溶液浓度为0、0.01和0.1 mol/L时,该土壤对10 mg/L 2,4,6-TCP的吸附量则分别为20.64、26.62和39.57 mg/kg。与拟一级动力学模型和拟二级动力学模型相比,双室一级动力学模型能较好地描述湿地土壤对2,4,6-TCP的动态吸附过程。在288、298和308 K温度下Freundlich方程能较好地拟合2,4,6-TCP的吸附等温线,吸附系数Kf随温度的升高依次为5.91、7.35和11.14(mg/kg)/(mg/L)n,该吸附过程为自发的吸热反应。     

粉煤灰碎砖颗粒除磷实验研究

磷含量过高会导致水体富营养化。人工湿地除磷简单经济,但常用填料砾石除磷能力有限。通过等温吸附实验和人工湿地模型实验研究粉煤灰碎砖颗粒的除磷效果,实验结果表明,Langmuir和Freundlich吸附方程可较好地描述吸附过程,粒径为4～6 mm的粉煤灰碎砖颗粒对磷素的理论饱和吸附量为21 277 mg/kg。当初始溶液...     

土霉素在4种人工湿地基质上的吸附-解吸特性

为了研究土霉素在人工湿地基质床中的行为机制,本实验采用批量平衡方法研究了壤土、煤灰渣、粗砂和细砂等4种人工湿地基质材料对土霉素的吸附、解吸特性。结果表明,土霉素在人工湿地基质材料上的吸附可分为前4小时的快速吸附阶段和之后的慢速吸附阶段,14 h后达到吸附平衡,这一吸附平衡时间明显低于一般人工湿地系统的水力停留时间。可以认为,土霉素在人工湿地中有足够的时间吸附于基质层上,其吸附量的大小主要取决于基质材料的性质。土霉素在4种基质材料上的等温吸附实验表明,吸附等温线均呈非线性,用Freundlich方程能较好地对吸附数据进行非线性拟合。在4种人工湿地基质材料中,煤灰渣对土霉素的吸附作用最强,通过Freundlich方程拟合的吸附容量参数(KF)为280.2;其次为壤土,KF值为129.3;粗砂和细砂的吸附作用较弱,KF值分别为53.2和64.5。人工湿地基质材料对土霉素的吸附能力主要与基质有机质含量、粘粒含量、Fe2O3含量、阳离子交换量和Al2O3含量呈正相关。土霉素在4种人工湿地基质材料上的解吸均存在滞后现象,相对于壤土和煤灰渣,吸附于粗砂和细砂上的土霉素更容易被解吸下来。     

Sorptive behavior of the phenylamide fungicides,mefenoxam and metalaxyl,and their acid metabolite in typical Cameroonian and German soils

Laboratory soil sorption experiments were conducted on mefenoxam, formulated metalaxyl (F-metalaxyl), pure metalaxyl (P-metalaxyl) and metalaxyl acid metabolite to elucidate differences in their sorptive behaviour on typical Cameroonian forest soil (sand clay loam, pH 4.8 and 3.01% OC) and German soil (sandy loam, pH 7.2, 1.69% OC) using a batch equilibrium method. The data obtained on all test chemicals conformed to linear and Freundlich adsorption isotherms. The Langmuir equation failed to describe the sorption of the substances tested. All substances were adsorbed to a greater extent by the Cameroonian soil. The average percentage adsorptions for mefenoxam, F-metalaxyl, P-metalaxyl and the acid metabolite on the Cameroonian soil were 27.8%, 28.3%, 31.8% and 46.8% respectively while for the German soil they were 21.7%, 21.5%, 24.7% and 9.8% respectively. The KD and KF parameters and the Freundlich exponential term (1/n) were low, indicating that the interactions between soil particles and the fungicides were weak. The sorption parameters were lower in the German soil. P-metalaxyl exhibited a higher adsorption capacity than F-metalaxyl in both soils. Mefenoxam and F-metalaxyl exhibited similar sorption parameters in soils, whereas those of P-metalaxyl and acid metabolite differed. Differences observed in the adsorption between the two soils could be attributed to their properties. Desorption studies revealed that the adsorbed fungicides were not firmly retained by soil particles and their adsorption was reversible. Desorption of adsorbed mefenoxam, P-metalaxyl and of the acid metabolite from German soil was almost completely reversible with percentage desorption rates of more than 91.0%, whereas the rate for F-metalaxyl was 74.1%. All compounds exhibited some resistance to desorption from the Cameroonian soil, with percentage desorption rates less than 77.0%. Therefore if degradation in the soil is slow the fungicides described have a potential to leach to lower soil horizons.     

Adsorption and desorption characteristics of hydrophobic pesticide endosulfan in four Indian soils

Adsorption and desorption characteristics of endosulfan in four Indian soils were studied extensively. The soils used were clayey soil (CL--lean clay with sand), red soil (GM--silty gravel with sand), sandy soil (SM--silty sand with gravel) and composted soil (PT--peat) as per ASTM (American Society for Testing and Materials) standards. Adsorption and desorption rates were calculated from kinetic studies. These values varied for alpha and beta endosulfan depending on the soil type. Maximum specific adsorption capacities (qmax) for different soils were calculated by Langmuir model. The values varied from 0.1 to 0.45 mg g(-1) for alpha endosulfan and 0.0942-0.2722 mg g(-1) for beta endosulfan. Maximum adsorption took place in clay soil followed by composted soil and red soil. Adsorptions of alpha and beta endosulfan were negligible in sand. The binding characteristics of various functional groups were calculated using Scatchard plot. Effect of functional groups was more predominant in clayey soil. Organic matter also played a significant role in adsorption and desorption of endosulfan. Endosulfan adsorption decreased drastically in clay soil when the pH was reduced. Desorption was higher at both acidic and alkaline pH ranges compared to neutral pH. Results indicated that alpha endosulfan is more mobile compared to beta endosulfan and mobility of endosulfan is maximum in sandy soil followed by red soil. It can be inferred that crystal lattice of the clay soil plays a significant role in endosulfan adsorption and desorption. Immobilization of endosulfan is more advisable in clay soil whereas biological and or chemical process can be applied effectively for the remediation of other soil types.     

Activated carbon from industrial solid waste as an adsorbent for the removal of Rhodamine-B from aqueous solution: kinetic and equilibrium studies

The activated carbon was prepared using industrial solid waste called sago waste and physico-chemical properties of carbon were carried out to explore adsorption process. The effectiveness of carbon prepared from sago waste in adsorbing Rhodamine-B from aqueous solution has been studied as a function of agitation time, adsorbent dosage, initial dye concentration, pH and desorption. Adsorption equilibrium studies were carried out in order to optimize the experimental conditions. The adsorption of Rhodamine-B onto carbon followed second order kinetic model. Adsorption data were modeled using both Langmuir and Freundlich classical adsorption isotherms. The adsorption capacity Q0 was 16.12 mg g(-1) at initial pH 5.7 for the particle size 125-250 microm. The equilibrium time was found to be 150 min for 10, 20 mg l(-1) and 210 min for 30, 40 mg l(-1) dye concentrations, respectively. A maximum removal of 91% was obtained at natural pH 5.7 for an adsorbent dose of 100mg/50 ml of 10 mg l(-1) dye concentration and 100% removal was obtained when the pH was increased to 7 for an adsorbent dose of 275 mg/50 ml of 20 mg l(-1) dye concentration. Desorption studies were carried out in water medium by varying the pH from 2 to 10. Desorption studies were performed with dilute HCl and show that ion exchange is predominant dye adsorption mechanism. This adsorbent was found to be both effective and economically viable.     

Modelling field-scale cadmium transport below the root zone of a sewage sludge amended soil in an arid region in Central Iran

Addition of trace metals such as cadmium to soils in metal-rich sewage sludge may result in contamination of soil and groundwater. This study addresses the plot-scale transport of Cd derived from sewage sludge in a layered clay soil in an arid region of central Iran. Sewage sludge was enriched by Cd at rates of 38 and 80 mg kg(-1) and applied to experimental soil plots using a complete random block design with three replicates. Cadmium concentration was measured as a function of depth after 185 and 617 days. HYDRUS-1D and MACRO codes were calibrated for Cd transport in the site treated with 80 mg kg(-1) sewage sludge. Model parameters were estimated by inverse modelling using the SUFI-2 procedure. The site treated with 38 mg kg(-1) cadmium was used to test the calibrated models. Both convection-dispersion equation (CDE) and non-equilibrium CDE in HYDRUS-1D produced reasonable calibration results. However, the estimated Freundlich sorption constants were significantly smaller than those measured in a batch study. A site tracer experiment revealed the existence of substantial macropore flow. For this reason we applied MACRO to account for this process. The calibration and test results with MACRO were as good as those obtained by HYDRUS-1D with the difference that adsorption constants were much closer to the measured ones. This indicates that in HYDRUS-1D, the adsorption parameters were underestimated in order to allow a deeper transport of Cd which had actually occurred due to macropore flow. A 20-year simulation scenario depicting the long-term effect of sludge application indicated small risk of groundwater contamination. However, high concentration of Cd near the soil surface raises a concern about the crop Cd uptake which should be further investigated.     

Cadmium availability to wheat grain in soils treated with sewage sludge or metal salts

Grain Cd concentrations were determined in wheat (Triticum aestivum L.) grown in 1999, 2001 and 2003, at six sludge cake field experiments. Three of these sites also had comparisons with Cd availability from metal amended liquid sludge and metal salts. Grain Cd concentrations in all years and at all sites were significantly linearly correlated with NH4NO3 extractable Cd and soil total Cd (P<0.001). Soil extractability was greater in the liquid sludge and metal salt experiments than in the cake experiments, as were grain Cd concentrations. Across all the sites, NH4NO3 extractable soil Cd was no better at predicting grain Cd than soil total Cd. Stepwise multiple linear regression analysis showed that soil total Cd, pH and organic carbon were the only significant (P<0.001) variables influencing wheat grain Cd concentrations, explaining 78% of the variance across all field experiments (1408 plots). This regression predicted that the current UK soil total Cd limit of 3 mg kg(-1) was not sufficiently protective against producing grain above the European Union (EU) grain Cd Maximum Permissible Concentration (MPC) of 0.235 mg Cd kg(-1) dry weight, unless the soil pH was > 6.8. Our predictions show that grain would be below the MPC with > 95% confidence with the proposed new EU draft regulations permitting maximum total Cd concentrations in soils receiving sludge of 0.5 mg kg(-1) for soils of pH 5-6, 1 mg kg(-1) for soils of pH 6-7, and 1.5 mg kg(-1) for soils of pH > or = 7.     

Sorption of thiamethoxam in three Indian soils

The sorption behavior of the insecticide thiamethoxam [3-(2-chloro-1,3-thiazol-5-ylmethyl)-5-methyl-1,3,5-oxadiazinan-4-ylidene(nitro)amine] on three Indian soils with different physico-chemical properties was investigated. The soils represent the major grapevine growing areas of India, where the vineyards frequently receive thiamethoxam applications as foliar spray, soil drenching and through drip irrigation for the management of various insect pests. The rate constants for adsorption and desorption at two different temperatures were obtained from the Lindstrom model, which simultaneously evaluated adsorption and desorption kinetics. The data for rate constants, activation energies, enthalpy of activation, entropy of activation and free energy indicated physical adsorption of thiamethoxam on soil. The adsorptivity of different soils might be attributed to the organic matter and clay contents. A good fit to the linear and Freundlich isotherms was observed for both adsorption as well as desorption. Thiamethoxam could be categorized as a chemical with medium leaching potential.     

一株产絮酵母菌废菌体对Cd2+的吸附特性

将一株产絮酵母菌(编号B-02号)发酵后的废菌体制成生物吸附剂,研究该生物吸附剂对废水中Cd2+的生物吸附特性。结果表明:(1)pH值对Cd2+会产生较大的影响,偏酸性(pH=4～6)条件利于吸附;该吸附剂对Cd2+吸附速率较快,8～10 min就可达到吸附平衡;(2)吸附剂的吸附动力学符合二级动力学模型,吸附Cd2+的实验数据对Langmuir等温式的拟合情况良好,吸附剂吸附Cd2+的最大吸附量为70.752 mg/g。用0.5 mol/L HNO3对吸附Cd2+的酵母菌进行解吸,解吸率可达89.7%。