Stability of a Coal Waste Artificial Reef

The feasibility of using U.K. coal-fired power station waste materials for artificial reef production is being examined. in June, 1989, an experimental artificial reef was constructed in Poole Bay, off the central south coast of the U.K., using three different mixtures of pulverised fuel ash (PFA), flue gas desulphurisation (FGD) gypsum and slurry, stabilized with cement and formed into blocks. Fifty tonnes of 40 × 20 × 20 cm blocks were formed into eight conical reef units replicating three different PFA/gypsum mixtures and one concrete control. the reef structure is 10m below chart datum on a flat sandy sea-bed.

Combustion of coal concentrates the heavy metal content in the resultant ash. the purpose of stabilization of the ash as blocks is twofold: to immobilize heavy metals (or other components) and to provide hard substratum for the attachment of organisms. to examine the effectiveness of this stabilization and hence the environmental compatibility of the block materials, heavy metal (Cd, Cr, Cu, Pb, Mn, Ni, Zn) content of the blocks has been monitored routinely over two years, to determine leaching rates. Sectional profiles indicate partial replacement of calcium content by magnesium. Associated with this there has also been some redistribution of heavy metals. Only in the case of cadmium has there been a detectable loss from the surface of blocks. Chromium and manganese concentrations appear to have increased. the metal content of the reef epibiota (including ascidians, Ascidia mentula; hydroids, Halecium spp.; bryozoans, Bugula spp. and red algae) growing on the ash blocks has been compared to that of epibiota attached to the concrete controls and surrounding sea-bed. to date no evidence of excess bioaccumulation of metals has been detected.

The physical integrity of the ash reef blocks has been maintained. There is evidence that the blocks are increasing in compressive strength.

An indication of the fishery enhancement potential of the experimental structure is given by the presence of eight commercially fished species (crustaceans and molluscs) including lobsters (Homarus gammarus).     

免烧免蒸粉煤灰砖的研究

本文讨论了免烧免蒸粉煤灰砖的生产原理，制造技术。试验结果表明利用化学复合外加剂能够成功地生产出免烧免蒸粉煤从砖，且产品质量达到红砖１００号的标准。文中还分析了生产粉煤灰砖的经济效益和社会效益。     

利用粉煤灰生产建材产品

阐述用燃煤电厂固体废物粉煤灰生产建材产品方案技术对比、粉煤灰砖生产工艺及技术。     

浅谈粉煤灰综合治理及建议

介绍了大庆石油化工总厂热电厂自投产以来，粉煤灰综合治理的经过，所采取的措施，存在的问题和收到的成效。这对于我国高寒平原地区的燃煤电厂有一定的借鉴参考作用。     

煤飞灰中铬铁元素的形态分析研究

用连续提取法将煤飞灰中的铬、铁元素依结合态区分为水溶态,交换态,表面氧化物和碳酸结合态,铁锰氧化物结合态,金属有机物和硫化物结合态,磁性四氧化三铁结合态和硅铝酸盐矿物态,用原子吸收法及X-衍射分析进行测定。并对煤飞灰化学形态分布进行了讨论。     

Stabilization and utilization of hospital waste as road and asphalt aggregate

This article reports the operational results of the effective utilization of hospital waste molten slag produced using a high-temperature melting system, and being operated at a hospital in Selangor, Malaysia. The hospital waste is incinerated and subsequently melted at 1200°C. Scanning election microscope (SEM)/EDX results showed that the slag produced after melting contained amounts of SiO₂, CaO, and Al₂O₃ in excess of 53%, 9%, and 16%, respectively. The results from a leaching analysis on the slag produced proved that the melting process had successfully stabilized the heavy metals. The use of this slag as an alternative material to replace conventional aggregates for road construction was studied. The results from aggregate and asphalt mix tests showed that the slag produced fulfills all the requirements of an alternative aggregate. The average asphalt content, or the optimum asphalt content to be mixed with hospital waste molten slag, was found to be about 5.53%.     

The effect of Na and Ca salts on MSWI bottom ash activation for reuse as a pozzolanic admixture

In this study the possibility of both chemical and combined chemical + thermal activation of municipal solid waste incinerator bottom ash was investigated. A number of chemical activators including Na₂SiO₃·9H₂O, NaOH, Na₂SO₄ and CaCl₂·2H₂O were individually added at varying concentrations to bottom ash/Portland cement mixtures having different bottom ash contents. The effect of the selected compounds was evaluated in terms of macroscopic properties including mechanical strength and composition of cementitious materials/water slurries. The results showed that Na-based activators were not capable of improving the characteristics of the cementitious products if compared to Portland cement under both normal and accelerated curing. Conversely, the use of calcium chloride at 40 °C-curing did promote the pozzolanic properties of bottom ash, leading to UCS values of 45.5 and 60.0 MPa after 10 and 20 days, respectively, as opposed to a value of 43.6 MPa obtained after 28 days for Portland cement under normal curing conditions.     

城市垃圾焚烧飞灰特性及水泥固化试验研究

试验分析了重庆市某城市垃圾焚烧发电厂飞灰的化学成分,研究了原飞灰的浸出毒性,考察了水泥对原飞灰和酸洗预处理飞灰中重金属的固化效果. 结果表明:飞灰中重金属Pb和Zn的浸出质量浓度均超过《危险废物浸出毒性鉴别标准》(GB5085.3-2007),因而被认为是危险废物,必须对之进行稳定化处理;酸洗预处理飞灰固化试块的抗压强度得到了一定程度的提高,其重金属Pb和Zn的浸出毒性均较相同配比、相同养护时间的原飞灰固化试块有明显降低;酸洗预处理飞灰固化试块抗压强度随掺入飞灰比例的降低和养护时间的延长而加大,在养护28 d时其抗压强度最高,达4.25 MPa;酸洗预处理飞灰固化试块在养护28 d时,其重金属Pb和Zn的浸出质量浓度分别比原飞灰所制固化试块降低了10.6%～59.0%和7.4%～73.7%.      

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。     

机械力活化固硫灰固化处理生活垃圾焚烧飞灰

为实现城市生活垃圾焚烧飞灰的安全处理,通过机械力化学法活化循环流化床燃煤固硫灰,探讨了球磨样品制备固化体的参数。并采用X射线衍射仪（XRD）和傅里叶变换红外光谱仪（FTIR）手段对垃圾焚烧飞灰中重金属的固化机制进行了研究。结果表明,当垃圾焚烧飞灰掺加比为60%,球磨转速为600 r·min-1,球磨时间为5 h,养护温度60 ℃时的固化体28 d和56 d抗压强度分别达到15.6 MPa和17.9 MPa,采用原子吸收光谱仪（AAS）测得固化体中Zn、Pb、Cu、Cd和Cr重金属浸出量均低于GB 5085.3-2007规定限值。XRD和FTIR表征结果表明,在水化过程中,该混合体系生成了水化硅酸钙（C—S—H）、斜方钙沸石和钙矾石（AFt）等水化产物,并且C—S—H凝胶可通过物理包裹的形式固化垃圾焚烧飞灰中重金属;斜方钙沸石和钙矾石以化学吸附的方式使垃圾焚烧飞灰中的重金属离子达到固化/稳定化效果,实现了垃圾焚烧飞灰中重金属的安全处理。