柱淋洗法修复铬污染土壤的效果研究

以铬渣污染土壤为供试土壤,采用土柱淋洗法研究柠檬酸、草酸和盐酸单一淋洗以及复合淋洗对铬去除动态和修复效果的影响,并对淋洗前后土壤中铬形态进行分析,探讨修复机理。结果表明,各淋洗方案中,以10体积0.5 mol/L草酸溶液为淋洗剂时的修复效果最好,总Cr累计淋出量为2 304 mg/kg,上层、中层和下层土壤总Cr去除率分别为79.6%、78.1%和69.6%,Cr(VI)去除率为87.8%、86.2%和75%,且土壤Cr(VI)和总Cr随着土壤深度的增加而升高,有在底部积累的可能;淋洗后土壤明显酸化,p H值从10.5降至3左右;以酸作为淋洗剂能有效降低土壤可氧化态铬含量,将其转化为移动性较强的酸可提取态,这有助于达到预期修复效果。     

改性生物炭负载nZVI对土壤Cr(VI)的修复差异研究

考察了生物炭(BC)、酸洗生物炭(HCl-BC)和纳米零价铁负载生物炭(n ZVI-HCl-BC)对土壤中Cr(VI)还原和总Cr形态转化的影响.结果表明,生物炭对Cr(VI)还原率随土壤含水率的升高而显著提高.在较高土壤含水率(70%)条件下,各生物炭对Cr(VI)的最高还原率排序为:HCl-BC(97.26%)n ZVI-HCl-BC(88.36%)BC(87.61%).在不同Cr(VI)污染水平下(150、300、600和900 mg·kg~(-1)),HCl-BC对土壤中Cr(VI)的还原率最高.随Cr(VI)含量升高,BC和HCl-BC对Cr(VI)的还原率呈降低趋势,而n ZVI-HCl-BC对Cr(VI)的还原率为先降低后升高.形态分析表明,生物炭在不同程度上增加了土壤中Cr残渣态的比例:n ZVI-HCl-BC(11.58%)HCl-BC(9.53%)BC(1.42%),表明生物炭对土壤Cr起到稳定作用.综上,改性生物炭显著促进Cr(VI)还原及总Cr向残渣态转化,表明其具有修复Cr污染土壤的潜力.     

绿色合成纳米零价铁铜淋洗修复Cr(Ⅵ)污染土壤

采用自制的绿色合成纳米零价铁铜(GT-nZVI/Cu)对Cr(Ⅵ)污染土壤进行淋洗修复。分别测定了土壤浸出液中Cr(Ⅵ)浓度、pH值和电导率,并使用改进的BCR连续提取法分析了淋洗前后污染土壤中铬的形态变化。结果表明:淋洗过程分为2个阶段,Cr(Ⅵ)的释放主要在前3个孔隙体积(PV)内;浸出液中电导率的变化趋势与Cr(Ⅵ)浓度变化一致;浸出液pH值随着淋洗体积的增加而增加,土壤的平衡作用变得稳定;土壤中Cr(Ⅵ)浓度、悬浮液pH值和GT-nZVI/Cu浓度对铬污染土壤的修复效果均有一定影响。铬的形态分析表明:铬污染土壤在淋洗后可还原态铬含量降低,氧化态铬和残渣态铬的含量增加。GT-nZVI/Cu悬浮液对污染土壤淋洗后,土壤中铬形态更加稳定。     

难溶态Cr (Ⅵ)对重度铬污染土壤淋洗还原修复效果的影响

通过对某铬渣堆场的重度铬污染土壤进行解吸动力学和难溶态Cr (Ⅵ)还原实验,揭示限制重度铬污染土壤有效修复的关键因素。结果表明:室温下,采用柠檬酸淋洗可显著降低土壤中难溶态Cr (Ⅵ)浓度,将淋洗温度提高至90℃,可进一步显著降低难溶态Cr (Ⅵ)浓度。淋洗后土样中难溶态Cr (Ⅵ)浓度越低,其还原效果越好。供试土样经柠檬酸高温淋洗+FeSO₄高温还原工艺修复后,Cr (Ⅵ)浓度从(1813.2±59.8) mg/kg降至(99.1±8.8) mg/kg。此外,淋洗实验中柠檬酸对难溶态Cr (Ⅵ)的还原可忽略不计;土样中残留的柠檬酸对土壤Cr (Ⅵ)的检测结果无显著影响。研究证明了难溶态Cr (Ⅵ)的还原效果是重度铬污染土壤修复的关键限制因素,结果可为铬污染土壤修复工艺研发提供参考。     

某铬盐厂Cr(Ⅵ)污染土壤还原稳定化效果研究

以某铬盐厂铬渣堆存场地内Cr(Ⅵ)污染土壤为研究对象,采用七水硫酸亚铁(Fe SO_4·7H_2O)、多硫化钙(Ca Sx)、Fe SO_4·7H_2O和Ca Sx、Fe SO_4·7H_2O和水泥4种药剂开展Cr(Ⅵ)污染土壤的还原稳定化实验,并利用BCR连续提取法进行铬形态分析。结果表明,Cr(Ⅵ)还原效果:Fe SO_4·7H_2O和Ca Sx复配药剂在4种药剂中对Cr(Ⅵ)的整体还原效果最好。铬稳定效果:Fe SO_4·7H_2O和水泥复配药剂在4种药剂中对土壤铬的稳定性最好,Fe SO_4·7H_2O和水泥复配药剂处理对铬的形态分布的影响是使弱酸提取态、可还原态和可氧化态转化成残渣态,处理后残渣态铬质量分数高达30.98%。污染土壤中铬的形态分布为可氧化态(63.67%)残渣态(23.29%)弱酸提取态(6.80%)可还原态(6.25%),4种药剂处理后土壤中铬的形态分布为可氧化态残渣态可还原态弱酸提取态。     

铬污染土壤的微生物修复技术研究进展

介绍了土壤中铬的来源,存在形态,迁移转化及其对生物的危害,并重点阐述铬污染土壤的微生物修复机理:土壤中的Cr(VI)可以在微生物生物吸附、还原作用等作用下降低其生物可利用性和毒性,从而达到铬污染土壤修复的目的。针对微生物修复过程中存在的问题,提出了提高微生物修复铬污染土壤效果的措施,并对铬土壤污染微生物修复的发展趋势进行了展望。     

聚乙烯塑料/铬渣共热解还原Cr(Ⅵ)的实验研究

在分析聚乙烯热解特性的基础上,研究热解时间、热解温度及聚乙烯与铬渣质量比对Cr(VI)还原的影响,并运用XANES和EXAFS光谱研究铬元素的形态变化,并对反应机制进行分析.结果表明,(1)聚乙烯在热解过程中可以有效将Cr(VI)还原,还原率随着温度的升高而升高,当热解温度达到550℃,还原率为99.93%;随着PE投加量增大,Cr(VI)还原率逐渐上升,当质量比超过0.05时趋于稳定;Cr(VI)还原伴随塑料热解反应进行,6min后趋于稳定;最优反应条件为热解温度550℃、热解时间6min、PE/铬渣质量比0.05.(2)使用XAS铬形态分析过程中以Cr2O3作为Cr(Ⅲ)的参考物较CrCl_3更为合理,铬渣中Cr(VI)还原产物为无定型Cr_2O_3;(3)由于PE主要由C、H两种元素组成,不含O元素,相比生物质还原剂,可以更高效还原Cr(VI);(4)Cr(VI)与挥发份充分接触反应条件下,Cr(VI)可持续还原.     

H2O2氧化联合化学淋洗修复电镀工厂铬污染黏性土壤的试验研究

以合肥某电镀工厂遗留的铬污染黏性土壤为研究对象,采用H₂O₂氧化联合盐酸和柠檬酸进行化学淋洗对土壤中的总铬和Cr(Ⅵ)进行修复去除,并对氧化剂H₂O₂的浓度、淋洗剂盐酸和柠檬酸的浓度对土壤中铬的去除率的影响进行探究。结果表明:单独采用H₂O₂氧化,在浓度为10.0%时,其对土壤中铬的去除效果最佳,Cr(Ⅵ)去除率达到51.5%,总铬去除率达到20.9%;单独H₂O₂氧化、盐酸和柠檬酸淋洗后土壤中Cr(Ⅵ)浓度仍然超过GB 36600—2018《土壤环境质量 建设用地土壤污染风险管控标准(试行)》二类用地标准。而对H₂O₂氧化后土壤继续联合盐酸或柠檬酸淋洗,当盐酸浓度为1.0 mol/L、固液比为1∶4时,H₂O₂氧化联合化学淋洗修复后的土壤中Cr(Ⅵ)浓度为4.4 mg/kg,达到GB 36600—2018二类用地标准,此时土壤中Cr(Ⅵ)去除率为85.5%,总铬去除率为50.6%。Tessier五步提取形态分析表明:修复后土壤中残渣态铬的比例从44.7%提高到93.4%,显著降低了铬二次释放的风险。研究结果可为铬污染土壤的治理修复和铬的回收利用提供参考。     

生物硫铁复合材料处理含铬废水及铬资源化研究

研究了由硫酸盐还原菌(SRB)与其原位生成的纳米硫铁化合物组成的生物硫铁复合材料(生物硫铁)的耐铬性能和再生性能,并利用其再生特性,设计了处理高浓度含铬废水及铬资源化的还原-再生循环处理工艺.结果表明,生物硫铁处理含铬废水后,污泥中的SRB仍具有活性,能以反应产物Fe3+和S单质为电子受体,重新生成生物硫铁;而且SRB在Cr(VI)浓度600mg/L的废水中仍能存活并逐渐将Cr(VI)去除.还原-再生循环处理工艺处理含铬废水结果表明,出水Cr(VI)低于0.019mg/L,总Cr低于0.929mg/L,能达标排放.经10个循环处理后污泥中铬(Cr2O3)含量达到40.47%,铬铁比达到6.98,污泥达到冶金级(湿法冶炼铬)铬矿标准和化工级铬矿标准,可资源化利用.     

生物法修复铬污染土壤的研究

用生物修复技术来处理受铬污染的土壤，利用自然界中微生物，通过生物还原反应，将Cr(Ⅵ)还原成三价铬。先是通过土壤与合铬的培养基一起培养，筛选出5种能还原Cr(Ⅵ)的菌种，鉴定其菌属，并试验用这些菌种处理铬污染土壤的效果。同时还考虑了pH值对处理效果的影响。试验结果表明：筛选出5种菌种可以还原Cr(Ⅵ)；混菌处理效果最好，最高可达到100％；混菌处理污染土壤的适宜pH值范围为6．0—8．0。     

基于形态与in vitro方法的铬污染土壤生物可给性研究

铬（Cr）是电镀类场地的主要污染物.开展土壤中Cr（III）和Cr（VI）的生物可给性研究对于准确评估Cr污染场地风险,克服污染场地过度修复问题十分关键.本研究采集我国栗钙土、红壤、潮土3种典型土壤,通过添加相同浓度污染物的方式制备成Cr（III）或Cr（VI）污染土壤.随后利用5种体外方法（in vitro）,对3种土壤经口摄入的Cr生物可给性进行比较与健康风险评估.进而从土壤理化性质、Cr赋存形态、土壤矿物组成方面,对不同土壤在溶解度生物可给性研究联盟（SBRC）方法中的生物可给性差异进行分析.结果表明,基于生物可给性的Cr污染土壤健康风险评估能够显著降低风险水平,提高风险控制值,其中,SBRC方法在评估中更具有保守性.3种土壤在相同的Cr（III）和Cr（VI）污染浓度下,栗钙土相较于红壤和潮土在肠期具有更高的生物可给性和健康风险.此外,土壤黏粒、有机质含量及迁移系数能够影响土壤Cr的生物可给性,土壤矿物种类赋存不同也是造成Cr（III）和Cr（VI）在不同土壤中生物可给性差异的重要因素.     

Effect of chromium on growth attributes in sunflower (Helianthus annuus L.)

Heavy metal soil pollution takes place when the metal concentration of soil exceeds natural background level and causes ecological destruction and deterioration of the environment. In the present study, a pot experiment was conducted to evaluate the effect of chromium-contaminated soil in sunflower (Helianthus annuus L.) growth attributes. Three different levels of chromium (Cr) i.e., 20, 40, and 60 mg/kg were applied to three varieties of sunflower (G-3, G-9, and G-59). The results of morphological, chemical, and yield parameters were recorded at crop maturity. The result showed that germination, root, and shoot lengths were decreased with increase in Cr concentrations. A gradual decrease was observed for various morphological parameters like root fresh and dry weights, shoot fresh and dry weights, and plant height with increase in Cr levels. A comparison among Cr treatments obtained a significant decrease in yield parameters as achenes/capitulum, achenes/plant, and 100 achenes weight in three varieties. Cr was significantly absorbed by roots but its transport to other parts of plants was slow, and uptake in seeds was much lower than in roots and shoots.     

铜绿假单胞菌负载Fe(III)对水中六价铬的生物吸附性能研究

采用原位沉积技术将Fe（Ⅲ）负载于铜绿假单胞菌（Pseudomonas aeruginosa,简称Pa）表面制备了Fe（Ⅲ）与细菌的复合体（Fe-Pa）,研究了Fe-Pa对水溶液中Cr（VI）的吸附特性,探讨了最佳合成条件、Fe-Pa投加量、溶液pH值、时间和Cr（VI）初始浓度等因素对Cr（VI）吸附效果的影响,同时利用SEM、FT-IR、XPS和Zeta电位对Fe-Pa进行表征分析.吸附实验结果显示,Fe（Ⅲ）浓度为600 mg·L^-1、细菌投加量为0.5 g·L^-1制备的Fe-Pa效果最佳;Fe-Pa去除Cr（VI）适宜于酸性条件进行;Fe-Pa对Cr（VI）的吸附速率较快,60 min内可达到吸附平衡,为自发的吸热吸附,且符合准二级动力学和Langmuir等温模型.表征结果表明,Fe（Ⅲ）成功地负载到铜绿假单胞菌上,为吸附Cr（VI）提供更多的活性位点,主要机制为静电吸附作用、络合作用和还原作用.经过4次吸附/再生后,Fe-Pa对Cr（VI）的吸附能力仍在72%以上,表明Fe-Pa具有较好的重复使用性.     

铬的分离与富集

介绍了铬的主要分离与富集方法，论述了各种方法的反应条件及其测定范围、检测限、干扰情况及应用。     

Enhanced chromium recovery from tanning wastewater

A large volume of tanning wastewater was generated with a Cr³⁺ concentration of 3000–6000 mg/L. The prevailing method for Cr³⁺ recycle is NaOH precipitation, which is severely limited by the poor sedimentation of the sludge formed. Therefore, bridging cations, Ca²⁺ and Mg²⁺, and sonication were used to enhance the sedimentation of the precipitate. Microwave irradiation was employed to improve the re-dissolution of Cr-sludge for reuse. All alkalis effectively removed Cr³⁺ from the aqueous phase with a removal of higher than 99% and a recovery of ∼60%. The substitution of NaOH with CaO or MgO resulted in much less sludge and shorter sedimentation time. MgO also enhanced the purity and dewatering capability of the sludge. The best alkali was a mixture of CaO and MgO (4:1, by weight) to balance the cost and performance. COD and SS were removed in the process via sweeping by the precipitate with removal percentages of 47.6% and 86.3%, respectively. Two minutes sonication at 0.12 W/cm³ greatly accelerated the sludge sedimentation, cutting the settling time from 3 h to 1 h. Sonication did not alter the particle size or purity of the sludge. Microwave irradiation of 5 min increased the Cr recovery ratio from 60% to 80%.     

高效生物吸附剂处理含铬废水

将菌株(R32)和复合菌群(Fh01)2种生物吸附剂与活性污泥进行复合使用,观察了柱式生物曝气法对高浓度含铬模拟水样和含铬电镀废水的生物吸附效果.结果表明,这2种吸附剂性能稳定,对进水pH值适应范围广,当pH值为1.0～7.0时,R32对50.0mg/L铬的去除率达71%～86%;当pH值为1.0～5.0时,Fh01对铬的去除率均在60%以上.R32对铬浓度、进水速度、处理时间等因素均具有较好的适应性.而Fh01对低浓度含铬废水的处理效率高,当总Cr浓度为5.0～20.0mg/L时,对铬的去除率达100%.R32和Fh01串联曝气处理效果理想,吸附2h后,对总Cr,Cu2+,CODCr浓度分别为78.3,2.29,45.0mg/L的电镀废水的去除率分别高达94.0%,99.2%,74.5%.     

Response of soil catalase activity to chromium contamination

The impact of chromium(III) and (VI) forms on soil catalase activity was presented. The Orthic Podzol, Haplic Phaeozem and Mollic Gleysol from di erent depths were used in the experiment. The soil samples were amended with solution of Cr(III) using CrCl3, and with Cr(VI) using K2Cr2O7 in the concentration range from 0 to 20 mg/kg, whereas the samples without the addition of chromium served as control. Catalase activity was assayed by one of the commonly used spectrophotometric methods. As it was demonstrated in the experiment, both Cr(III) and Cr(VI) have an ability to reduce soil catalase activity. A chromium dosage of 20 mg/kg caused the inhibition of catalase activity and the corresponding contamination levels ranged from 75% to 92% for Cr(III) and 68% to 76% for Cr(VI), with relation to the control. Catalase activity reached maximum in the soil material from surface layers (0–25 cm), typically characterized by the highest content of organic matter creating favorable conditions for microorganisms.     

Kinetics of hexavalent chromium reduction by iron metal

The kinetics of Cr(VI) reduction to Cr(III) by metallic iron (Fe⁰) was studied in batch reactors for a range of reactant concentrations, pH and temperatures. Nearly 86.8% removal efficiency for Cr(VI) was achieved when Fe⁰ concentration was 6 g/L (using commercial iron powder (< 200 mesh) in 120 min). The reduction of hexavalent chromium took place on the surface of the iron particles following pseudo-first order kinetics. The rate of Cr(VI) reduction increased with increasing Fe⁰ addition and temperature but inversely with initial pH. The pseudo-first-order rate coefficients (k _obs) were determined as 0.0024, 0.010, 0.0268 and 0.062 8 min⁻¹ when iron powder dosages were 2, 6, 10 and 14 g/L at 25°C and pH 5.5, respectively. According to the Arrehenius equation, the apparent activation energy of 26.5 kJ/mol and pre-exponential factor of 3 330 min⁻¹ were obtained at the temperature range of 288–308 K. Different Fe⁰ types were compared in this study. The reactivity was in the order starch-stabilized Fe⁰ nanoparticles > Fe⁰ nanoparticles > Fe⁰ powder > Fe⁰ filings. Electrochemical analysis of the reaction process showed that Cr(III) and Fe(III) hydroxides should be the dominant final products.     

铬渣的无害化处理和综合利用

铬渣产量大、毒性剧烈 ,是严重污染生态环境和危害人类健康的危险废物。介绍了铬渣各种无害化处理方法的解毒机理、工艺过程和应用实践 ,阐述了对铬渣进行综合利用的途径 ,并就铬渣的防治前景提出了建议。