粉煤灰多孔陶粒在水处理中的应用研究

研究采用电厂的粉煤灰为主要原料制备多孔陶粒,分别将其用作水处理中的微生物载体和吸附剂。挂膜结果表明:COD、氨氮这两项指标的出水基本稳定,去除率高。用多孔陶粒作吸附剂处理含铬废水时,等温吸附实验表明,多孔陶粒吸附水中的铬的等温方程基本符合Langmiur等温方程式,在pH值为酸性时对铬的去除率较高。用HCl和NaOH溶液再生多孔陶粒,酸的效果更好。     

制药废水采用微生物絮凝剂和粉煤灰过滤预处理的初步试验研究

初步研究一种用于高浓度制药废水的预处理工艺方法。采用微生物絮凝剂和粉煤灰过滤相结合的预处理工艺,其综合的效果可以将高浓度制药废水中的COD去除80%,基本脱色澄清,且可以将对生化处理有抑制作用的抗生素效价予以降低。并初步讨论了该工艺在实际生产中的可行性。     

HDTMA改性粉煤灰沸石对水中铬酸盐的吸附

以自制HDTMA-粉煤灰沸石为吸附剂,对铬酸盐的吸附进行了实验研究。讨论了吸附剂的投入量、废水pH值、吸附温度和吸附时间等各因素对Cr（VI）去除率的影响。研究表明：pH值对Cr（VI）的吸附效率无显著影响,且在HDTMA-粉煤灰沸石的投加量为20 g/L、吸附温度为30℃、吸附时间为60 min的条件下,Cr（VI）的去除率可达90%左右。     

贮灰场源强的确定及污染防治措施

灰场评价是电厂环境影响评价中非常重要的部分,粉煤灰的性质,决定了空气环境影响评价在贮灰场的评价中具有重要的地位和作用。而贮灰场源强的计算,则是贮灰场空气评价的关键。本文结合实际工作,从贮灰场空气污染源产生环节分析入手,结合已有资料,分别讨论了干式贮灰场空气污染源中表层起尘量和自卸汽车卸料起尘量的影响因素及源强计算,并根据其影响因素,总结了贮灰场空气污染防治措施的一些要点,希望对广大环评工作者有所裨益。     

垃圾焚烧飞灰熔融过程中重金属迁移分布规律的研究

垃圾焚烧飞灰处理中重金属污染一直是倍受关注的问题。采用高温熔融法处理飞,该工艺具有二恶英去除率高、高效减容、有效固化重金属、熔渣可资源化利用等优点。目前学术界针对重金属在熔融过程中的迁移分布规律,研究了温度、碱度、添加剂、气氛、熔融时间等因素对重金属分布的影响。但关于影响程度的量化及影响机制的阐述,仍需要进一步探讨。     

Mechanical performance and capillary water absorption of sewage sludge ash concrete (SSAC)

Disposal of sewage sludge from waste water treatment plants is a serious environmental problem of increasing magnitude. Waste water treatment generates as much as 70 g of dry solids per capita per day. Although one of the disposal solutions for this waste is through incineration, still almost 30% of sludge solids remain as ash. This paper presents results related to reuse of sewage sludge ash in concrete. The sludge was characterised for chemical composition (X-ray flourescence analysis), crystalline phases (X-ray diffraction analysis) and pozzolanic activity. The effects of incineration on crystal phases of the dry sludge were investigated. Two water/cement (W/C) ratios (0.55 and 0.45) and three sludge ash percentages (5%, 10% and 20%) per cement mass were used as filler. The mechanical performance of sewage sludge ash concrete (SSAC) at different curing ages (3, 7, 28 and 90 days) was assessed by means of mechanical tests and capillary water absorption. Results show that sewage sludge ash leads to a reduction in density and mechanical strength and to an increase in capillary water absorption. Results also show that SSAC with 20% of sewage sludge ash and W/C = 0.45 has a 28 day compressive strength of almost 30 MPa. SSAC with a sludge ash contents of 5% and 10% has the same capillary water absorption coefficient as the control concrete; as for the concrete mixtures with 20% sludge ash content, the capillary water absorption is higher but in line with C20/25 strength class concretes performance.     

Characterization of MSWI fly ash through mineralogy and water extraction

This paper investigates the mineralogical characteristics of fresh, aged and hot water extracted MSWI fly ash for providing the baseline information of minerals stability which controls the released heavy metals into the environment. Quantitative determination of bulk phase abundance in the fresh fly ash by the XRD Rietveld refinement method provided composition levels for amorphous and crystalline phases such as potassium tetrachlorozincate (K₂ZnCl₄), gehlenite, halite, quartz, anhydrite, and feldspar. The minerals association in the fly ash is clearly unstable and subject to mineralogical reactions. The phases of K₂ZnCl₄, halite and anhydrite in the fresh fly ash were involved in hydration and dissolution/precipitation processes to form new minerals such as the Zn-bearing mineral gordaite, syngenite, gypsum and hydrocalumite. The solubility-controlling phases and extractability of heavy metals were examined in a Soxhlet hot water-extractor. Here the soluble salts were simply removed from fly ash while Ca-, Al-, Si- and SO₄²⁻-bearing hydrate minerals were precipitated from the extraction solution. Furthermore, a low release of heavy metals Zn, Pb and Cd in hot water was noticed, indicating a strong retention of the trace metals in the mineral phases remaining in the insoluble fly ash residues.     

A quantitative estimate of potential aluminium recovery from incineration bottom ashes

The recovery of ferrous and non ferrous metals from the bottom ashes is a common practice in the most part of Europe, both for the environmental advantages of their recycle and to avoid problems of swelling and expansion that metals can cause when bottom ashes are reused in concrete production or in road construction. This paper focuses on metal recovery from bottom ashes produced in Municipal Solid Waste (MSW) incinerators, with a particular focus on aluminium. A forecasting model was developed in order to evaluate the quantity of aluminium scraps recoverable from the bottom ashes. The model was applied to the Italian situation but its validity can be extended to other countries. Focusing on Italy, by applying conventional technologies for the separation of non-ferrous metals, the amount of aluminium potentially recoverable from bottom ashes is estimated in the range from 16,500 to 21,000 tonnes at the year 2015, and from 19,000 to 28,500 tonnes at 2020.     

Balancing durability and environmental impact in concrete combining low-grade recycled aggregates and mineral admixtures

This paper investigated the effect of various amounts of low-grade recycled aggregates in concrete containing mineral admixtures at three different water-binder ratios on mechanical and environmental performance. The balance between durability and environmental impact for a given strength level similar to normal-use concrete was also examined using analytic hierarchy process. Results showed that increasing the water-binder ratio and volume of recycled aggregates reduced compressive strength and increased air permeability and drying shrinkage relative to normal aggregates. However, compared to normal-use concrete similar or better performance could be achieved, which was attributed to improvement of low-grade recycled aggregate performance when combined with fly ash. Similarly, CO₂ emissions and volume of raw materials were lower than the normal-use concrete for all mixes. Concrete mixes with low air permeability and low CO₂ footprint had the best balance of durability and environmental impact, as decreasing raw material volume tended to more greatly reduce durability.     

基于二次铝灰的地聚反应稳固化垃圾飞灰

基于工业生产铝过程中回收的二次铝灰（SAD）的地质聚合反应,提出了一种稳固化城市生活垃圾焚烧飞灰（MSWIFA）的新方法,分析硅铝物质的量之比对飞灰中重金属浸出浓度及地聚物固化体力学性能的影响规律.结果表明,当硅铝物质的量之比小于2.5时,二次铝灰-SiO₂基固化体与偏高岭土-SiO₂基固化体中的重金属浸出浓度均随着硅铝物质的量之比的增加而逐渐降低,2种固化体的抗压强度随着硅铝物质的量之比的增加而增加;硅铝物质的量之比达到2.5时,重金属的浸出浓度与固化体的抗压强度均趋于稳定.XRD分析结果显示,偏高岭土-SiO₂基固化体中聚合物的种类与数量均略高于二次铝灰-SiO₂基固化体.但从重金属的浸出浓度与固化体的抗压强度来看,2类固化体对飞灰中重金属的稳固化效果的差别很小,二次铝灰加上部分硅基材料可以作为偏高岭土的替代品,用于稳固化飞灰重金属的地质聚合反应中.二次铝灰-SiO₂基固化体的抗压强度达到13.65MPa,具备一定的力学性能,可用于部分特定的建筑材料.