钢渣预处理含铬废水及其废渣与铬渣的固化

用钢渣对含铬废水进行预处理，探讨了钢渣粒度、用量、废水pH值和添加硫酸亚铁还原剂的影响。结果表明，经硫酸亚铁还原处理后再用钢渣处理比单纯用钢渣处理的效果明显提高，采用钢渣／总铬质量比为40的100目钢渣处理经硫酸亚铁还原后的含铬废水，总铬和Cr^6＋去除率分别达79％和84％，采用钢渣柱进行的两级淋滤实验进一步表明该方法可作为工业上含铬废水处理的预处理段。处理后的废钢渣同工业铬渣一起进行水泥固化，标准养护20d后固化体表面Cr^6＋浸出率、破碎至5mm粒径以下和酸雨淋溶下的浸出液Cr^6＋浓度均符合安全标准，可作为普通建材或进行填埋处置。     

钢渣预处理含铬废水及其废渣与铬渣的固化

用钢渣对含铬废水进行预处理,探讨了钢渣粒度、用量、废水pH值和添加硫酸亚铁还原剂的影响.结果表明,经硫酸亚铁还原处理后再用钢渣处理比单纯用钢渣处理的效果明显提高,采用钢渣/总铬质量比为40的100目钢渣处理经硫酸亚铁还原后的含铬废水,总铬和Cr6 去除率分别达79%和84%,采用钢渣柱进行的两级淋滤实验进一步表明该方法可作为工业上含铬废水处理的预处理段.处理后的废钢渣同工业铬渣一起进行水泥固化,标准养护20 d后固化体表面Cr6 浸出率、破碎至5 mm粒径以下和酸雨淋溶下的浸出液Cr6 浓度均符合安全标准,可作为普通建材或进行填埋处置.     

Arsenic contaminated site at an abandoned copper smelter plant: waste characterization and solidification/stabilization treatment

A preliminary survey of an arsenic contaminated site from an abandoned copper smelting facility and feasibility study of using solidification/stabilization (S/S) process to treat the contaminant waste were undertaken. It was found that the waste, located in the three-flue gas discharge tunnels, contained 2-40% arsenic. The pH of the contaminated waste is extremely low (ranging from 1.8 to 3.6). The X-ray diffraction evidence indicates that the arsenic particles present in the flue gas mainly exist as As(III), or As(2)O(3). The total amount of arsenic contaminated waste is estimated to be 700 ton in the studied area. About 50% of the particle sizes are less than 2 mm. Arsenic is easily extracted from wastes with a variety of leaching solutions. In order to meet the arsenic leaching standard of the toxicity characteristic leaching procedure (TCLP), an extremely high cement dosage is required in the S/S process (cement/waste weight ratio>6). The waste with lower particle size having higher specific surface area exhibits somewhat positive effect on the S/S performance. The use of fly ash from municipal waste incinerators, in conjunction with the reduced amount of cement, is able to meet the TCLP arsenic and lead standards. The use of lime alone could meet the TCLP arsenic standard, but lead leaching concentrations exceeded leaching Pb standard. The results of semi-dynamic leaching tests of some solidified samples indicate higher accumulated arsenic leaching concentrations after only a few leachant renewals.     

垃圾焚烧固化稳定化飞灰填埋处置面临的问题与对策

我国飞灰安全处置是生活垃圾焚烧污染控制及风险管理的薄弱环节,由于飞灰固化稳定化工艺的多样性,固化飞灰化学、物理、力学特性差异大,固化飞灰填埋设计标准、规范缺失,导致固化飞灰填埋处置存在扬尘大、刺激性气味强、渗滤液产量大、渗滤液组分复杂、渗滤液处理难、填埋场持续运行困难等一系列问题。基于实验测试研究成果,提出了固化飞灰的土工特性参数以及渗沥液水质典型指标的取值。通过分析提出了固化飞灰填埋场设计、运营管理、填埋作业工艺、雨污分流及渗滤液处理等相关优化建议,为固化飞灰安全填埋处置提供系统性解决方案。     

疏浚底泥固化改性与资源化利用技术

通过疏浚底泥固化改性使其作为路基回填土得以安全处置与资源化利用。复配CaO、Al2O3、聚合氯化铝(PAC)、CaSO4制备CAS型和MCAS型固化剂,当聚丙烯酰胺(PAM)、MCAS3/1/4(CaO、PAC、CaSO4复配摩尔比3:1:4)投加量分别占含水率90%底泥湿重的0.2%、1%时,室温养护7 d后,固化底泥无侧限抗压强度达209.56 kPa,液限小于50%,塑性指数为15.67,HJ/T299标准方法测定重金属浸出浓度低于《地表水环境质量标准》(GB3838-2002)Ⅱ类水体相关限值,符合路基回填用土性能要求。X射线衍射分析结果表明,MCAS固化剂固化底泥中有单硫型/多硫型铝酸三钙晶体3CaO·Al2O3·xCaSO4·xH2O生成,这种非水溶性晶体是促进固化底泥体系力学强度形成的关键影响因素。     

河道底泥重金属浸出毒性分析及其固化/稳定化效果

城市内河由于长期承纳污染物导致其底泥受到污染,特别是其中重金属污染严重。选取某城市纳污河淤泥为试验对象,发现底泥Cr、Cu、Ni和Zn含量和浸出浓度均较高。为使其达到资源再利用要求,研究了一种污泥改性剂对其固化/稳定化的效果。结果显示,当改性剂掺量为10%时,已能够显著提高淤泥各个龄期强度。固化淤泥重金属浸出浓度在7 d时已明显降低,且随养护时间增长进一步降低。改性剂掺量为13%时,固化淤泥Cu、Ni和Zn浸出浓度可降低90%以上,而Cr浸出浓度也可降低80%左右。实验表明,污泥改性剂处理后淤泥抗压强度提高,同时有害物质得到有效的稳定。     

印染污泥固化及稳定化处理研究

采用水泥、粉煤灰和煤渣作为固化剂对印染污泥进行固化/稳定化处理,并探讨了固化/稳定化的最佳工艺条件.当水泥、粉煤灰和煤渣的掺量分别为0.15、0.02和0.08 kg/kg,养护天数为6 d时,印染污泥固化块抗压强度达到330kPa,含水率为44.6%,符合填埋场的进场标准.固化块浸出液中Cr、Cu、Ni、Pb、Zn和...     

Stabilization/solidification of salt from a waste incinerator

A laboratory procedure was developed and verified for stabilizing salt produced by an industrial waste incinerator. This procedure is based on salt stabilization by means of an asphalt binder. Conductivity values and relevant anion contents in leachates of stabilized waste with an asphalt coating were near zero. The pH value of these leachates equaled the pH value of the water used, so that the stabilized waste salt represented inert material, posing no environmental hazard. An unusually significant reduction in the volume of processed salt occurred during stabilization. After compacting under 10.4 MPa pressure, the volume of test specimens was almost 55% smaller than the initial salt volume. In practice, this would mean more than a doubling of landfill waste capacity. Volume reduction was successfully explained by means of a mathematical model.     

造纸污泥固化/稳定化处理技术研究

为了能更好地无害化处理造纸污泥,对造纸污泥的固化/稳定化处理技术进行了研究。以水泥、粉煤灰和煤渣作为固化剂对造纸污泥进行固化/稳定化处理。通过抗压强度评价污泥固化块的力学性质;并对固化块浸出液的COD浓度与重金属质量浓度进行了检测。当水泥、粉煤灰和煤渣的掺量分别为0.12、0.02和0.10 kg/kg,养护时间为6 d时,固化块抗压强度达到360 kPa。结果表明,水泥和煤渣对提高造纸污泥固化块的抗压强度具有促进作用,而它们与粉煤灰对造纸污泥中的有机质和重金属均具有一定的固化作用。在以上条件下,固化块浸出液中COD浓度约为115.7 mg/L,重金属浓度符合国家标准。经养护后的固化块含水率均保持在35%~40%,符合填埋场的进场标准。     

Digested sewage sludge solidification by converter slag for landfill cover

A new technology for solidification of digested sewage sludge referred to as converter slag solidification (CSS) has been developed using converter slag as the solidifying agent and quick lime as the solidifying aid. The CSS technology was investigated by analyzing the physicochemical properties of solidified sludge and determining its microstructural characteristics. The feasibility of using solidified sludge as a landfill cover material was considered in the context of the economical recycling of waste. Sludge solidified using the CSS technology exhibited geotechnical properties that are appropriate for replacing currently used cover soil. Microscopic analyses using XRD, SEM and EDS revealed that the main hydrated product of solidification was CSH (CaO . SiO2 . nH2O), which may play an important role in the effective setting process. Negligible leaching of heavy metals from the solidified sludge was observed. The solidification process of the hydrated sludge, slag and quicklime eliminated the coliform bacteria. Recycled sewage sludge solidified using CCS technology could be used as an effective landfill cover.     

固化/稳定化处理污泥填埋气液转化模式

固化/稳定化污泥进行填埋产生填埋气,产气规律是指导填埋气收集处理系统设计的重要依据。通过构建大型填埋柱模拟填埋实验,研究不同固化材料添加量污泥气液转化规律。实验结果表明,原泥和固化污泥产气规律分为2种类型:前期产气速率呈线性增加,达到最大速率后产气速率呈指数降低。低添加量的固化污泥,产气分3个阶段,分别为产气抑制期、增长期和衰减期。高添加量固化污泥,产气只有一个阶段,产气速率随着时间推移逐渐减小,产气量很小。固化污泥降解过程就是有机质含量降低,气体产量、含水率增加相互转化过程,达到固化材料添加量25%时,水分和气体产生量均很小,降解受到很强抑制,产气150 d左右稳定,产气量很小,无需单独设置气体收集系统。     

矿区炼金废渣的固化/稳定化处理

通过对金矿矿区炼金废渣的酸中和能力、净产酸量及浸出毒性实验,测定了废渣的产酸潜力及重金属砷、镉、铅、锌的总量和它们的浸出量。为了合理处置矿区炼金废渣,并为矿区重金属污染土壤的修复提供技术支持,采用石灰、粉煤灰、堆肥化污泥作为添加剂对废渣进行固化/稳定化处理;通过浸出毒性实验对固化/稳定化处理效果进行综合分析,试图寻求一种最佳的稳定剂。结果表明,无论是单独添加石灰、粉煤灰或者堆肥化污泥还是两两组合混合添加,样品浸出液的pH都有升高,As、Cd的浸出浓度都有明显下降,而且两两组合添加比单独添加的固化/稳定化处理效果更好。在两两组合添加中,粉煤灰混合堆肥化污泥的处理效果最好,浸出液的pH值达到7.82,As、Cd的浸出率分别下降72.0%和72.2%。说明粉煤灰混合堆肥化污泥处理炼金废渣效果最佳,同时具有以废治污的资源化生态效能。     

矿渣高温固化垃圾焚烧飞灰中的重金属

垃圾焚烧飞灰由于含有大量重金属属于危险固体废物,重金属的浸出含量影响其资源化利用。模拟高炉矿渣在熔融状态下固熔部分飞灰,研究固熔体急冷后其重金属的浸出规律,采用SEM-EDS、XRD、FTIR研究固熔体固化重金属的机理。结果表明：重金属浸出量随着熔融温度的升高而减少,随着飞灰掺量的增加而增加,但浸出浓度远低于国家标准;SEM-EDS表明,主要重金属均出现在固熔体中;XRD证实有部分Zn以生成Ca2ZnSi2O7的形式被固化;FTIR的结果也表明固化的重金属影响了Si—O—Si键的周围环境。     

固化/稳定化修复后场地土壤中铬的环境行为与归趋

土壤重金属铬(Cr)污染形势严峻,对人群健康和生态环境构成了严重威胁。通过固化/稳定化技术降低土壤中金属的毒性或迁移性,是Cr污染场地常用的修复技术之一。由于Cr的环境行为变化多端、机制复杂,故导致固化/稳定化修复后场地存在Cr污染反弹的环境风险。综述了Cr在土壤中的氧化还原、吸附与解吸、沉淀与溶解,以及植物、微生物吸收与转化等多种环境行为;并梳理了已修复的Cr污染场地案例及场地长期跟踪监测数据,探讨了固化/稳定化修复后Cr的环境归趋及其影响因素,以期为修复后场地的风险管理提供参考。     

从硫化锑矿渣中回收硫实验研究

采用浸取法对硫化锑矿渣中硫单质回收进行了实验研究 ,选用特殊的有机溶剂I 做浸取剂 ,对液固比、加热时间、加热温度及冷却温度等主要影响因素进行了实验分析。正交实验表明 :当特殊的有机溶剂I 与矿渣的液固比为 1 0∶1 ,混合搅拌的加热时间为 1 5min ,加热温度为 1 5 0℃ ,冷却温度为 0℃时 ,硫的回收效果最佳 ,回收率可以达到 96 6 %。所得硫磺的粒度可达到 5 μm ,硫磺的纯度为 98%。     

Characteristics and chemical speciation of waste copper slag

Environmental Science and Pollution Research - Waste copper slag contains abundant valuable metal element Fe, and residual elements such as Cu, As, Pb, Zn, and Mo. Simply stockpiling or landfilling...     

Green environmental technologies and waste utilization

Environmental Science and Pollution Research -     

Fate of antimony in municipal solid waste incineration

The average antimony concentration in municipal solid waste is estimated to be about 10-60 ppm. Thermodynamical models predict a volatile behavior for antimony compounds, yet literature mass balances show that about 50% of the antimony input remains in the grate ashes. This fact can be explained by the formation of thermally stable antimonates in the fuel bed due to interactions with alkali or earth-alkali metals. Thermogravimetric experiments revealed an increased thermal stability for antimony oxide in presence of oxygen and calcium oxide. Spiking experiments on the test incinerator TAMARA showed that chlorination processes have a strong effect on antimony volatilization whereas high fuel-bed temperatures and addition of antimony oxide only have a moderate effect. In the grate ashes, antimony shows a pH-depending leaching property, which is typical for anionic species. This fact supports the thesis that antimony is present in the grate ashes in an anionic speciation.