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1.
《International Journal of Coal Geology》2006,65(1-2):26-34
Feed coals and fly ashes from a coal-fired power station burning Alberta subbituminous coal were examined for a period of thirty-eight weeks to determine the variation in emitted mercury. Feed coal samples were analyzed for proximate, calorific value and Hg content, while fly ash samples were examined for C and Hg contents. The maceral content of the feed coal was also determined. The emitted mercury was calculated and compared to mercury emitted from the stack according to a mass-balance calculation from a previous study for the same station.Mercury contents ranged from 0.029 to 0.066 mg/kg for feed coal, and from 0.069 to 0.112 mg/kg for fly ash. The carbon/char in fly ash was separated into reactive (vitrinitic/bimacerate) and less reactive (inertinitic) chars using ZnBr2 at specific gravities of 1.7, 2.0, and 2.25 to 2.4. The result shows that there is a positive correlation between the carbon and mercury content of the fly ash. The reactive char particles in the fly ash may be responsible for the capture mercury in fly ash. The percentage of estimated captured mercury by fly ash increases with increasing carbon content (%) in fly ash. The percentage of emitted mercury for the period of 38 weeks is estimated to be within the range of 49% to 76% of the total input of mercury. 相似文献
2.
Geotechnical Properties of Low Calcium and High Calcium Fly Ash 总被引：1，自引：0，他引：1
In this paper, a comparative study has been made for physical and engineering properties of low calcium and high calcium Indian
fly ash. The grain size distribution of fly ash is independent of lime content. Fly ash particles of size >75 μm are mostly irregular in shape whereas finer fractions are spherical for low calcium fly ash. For high calcium fly ash, chemical
and mineralogical differences have been observed for different size fractions. Compared to low calcium fly ash, optimum moisture
content is low and maximum dry density is high for high calcium fly ash. Optimum moisture content is directly proportional
and maximum dry density is inversely proportional to the carbon content. The mode and duration of curing have significant
effect on strength and stress–strain behavior of compacted fly ash. The gain in strength with time for high calcium fly ash
is very high compared to that of low calcium fly ash due to presence of reactive minerals and glassy phase. 相似文献
3.
Hydraulic Conductivity Tests for Evaluating Compatibility of Lateritic Soil—Fly Ash Mixtures with Municipal Waste Leachate 总被引：1，自引：1，他引：0
Agapitus Ahamefule Amadi 《Geotechnical and Geological Engineering》2011,29(3):259-265
Long term competent performance of liner systems is a critical issue in the design and construction of waste repositories
due to adverse interactions associated with leachate generated by wastes. This study was conducted to verify the efficacy
of fly ash stabilization in enhancing compatibility between lateritic soil and municipal waste leachate. Applications investigated
include soil mixtures containing 0, 5, 10, 15, and 20% fly ash compacted at approximately 2% wet of optimum moisture content
with modified proctor energy. Baseline hydraulic conductivity was first established at every level of fly ash content by permeating
soil mixtures with tap water before permeation with leachate in a compaction mould permeameter using the falling head test
method. Results show that the trend in hydraulic conductivity of specimen containing 0% fly ash was characterized by a gradual
but erratic decrease which may suggests partial entry of the leachate cations into the double layer. Conversely, specimens
containing fly ash showed a general trend consisting of an initial drop in k (up to an order of magnitude) that was followed
by slight decrease sustained until k stabilized and later terminated. Above 10% fly ash content, the relatively high values
of k observed was not connected with the reactivity of the soil mixtures with leachate, rather it may be attributed to excessive
fly ash content that altered their textural and hydraulic properties. The result of this study is potentially significant
in the assessment of fly ash as a compatibility enhancing agent which can be admixed in barrier materials that are susceptible
to adverse reactions with the liquid to be contained. 相似文献
4.
Feasibility of using fly ash,lime, and bentonite to neutralize acidity of pore fluids 总被引：1，自引：1，他引：0
Acidic groundwater resulting from the poorly planned use of acid sulfate soils has become a major environmental issue in coastal Australia over the last several years. Use of permeable reactive barriers (PRBs) designed to generate alkalinity by promoting sulfate reduction has recently become popular as an alternative solution to this problem. However, recent studies have also revealed that the long-term performance of such PRBs can be significantly undermined by chemical precipitation and clogging of pore space, which would decrease the buffer capacity and hydraulic conductivity of the reactive material. This study seeks to explore the feasibility of using bentonite in addition to lime and fly ash to form mixtures with a high buffer capacity and permeability that would enable groundwater flow through PRBs over a substantial period of time. A series of laboratory experiments, including buffer capacity and leaching tests, were performed on different mixtures of fly ash with lime and bentonite using acidic fluids of low pH. It was found that the ability of such mixtures to neutralize acidic fluids was mostly controlled by the content of lime. Laboratory data also showed that an addition of bentonite to lime—fly ash mixtures could decrease the buffer capacity of soil. Compaction tests indicated that the presence of bentonite would increase the dry density of mixtures at the optimum moisture content. A series of hydraulic conductivity tests were carried out to study changes in the coefficient of permeability of lime—fly ash mixtures with different contents of bentonite permeated with acidic liquids. The obtained results revealed that the coefficient of permeability of the specimens tended to increase over a period of time, likely due to the changes in the diffuse double layer of bentonite particles. 相似文献
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6.
Large volumes of coal fly ash are continually being produced and stockpiled around the world and can be a source of environmentally sensitive trace elements. Whilst leaching tests are used for regulatory purposes, these provide little information about the true geochemical behaviour and ‘reactivity’ of trace elements in coal ash because they are poorly selective. Isotope dilution (ID) assays are frequently used in soil geochemistry as a means of measuring the reactive pools of trace metals that are in equilibrium with soil pore waters. This paper examines the applicability of multi-element ID assays in measuring the labile or reactive pool of Cd, Pb and Zn in a range of fresh and weathered fly ash, where pH is generally much more alkaline than in soils. The method generally worked well using 0.0005 M EDTA as a background electrolyte as it provided robust analytical ICP-MS measurements as well as fulfilling the important principle of ID that non-labile metal should not be solubilised. Reactive pools were equivalent to 0.5–3% of the total Pb pool and 4–13% of the total Cd pool. For Zn, where samples had pH < 11.5, the reactive Zn pool varied between 0.3% and 2%; when fresh ash samples with pH > 11.5 were tested, the method failed as the spiked isotope appeared to be sorbed or precipitated. Ash weathering was found to exert little impact on the lability of Cd, Pb and Zn. Isotope dilution results were compared with 0.43 M HNO3 and 0.05 M EDTA extractions, these commonly being used as analogues of the ID assay, and concluded that these can be used as fast, cost-effective and simple proxies for the ID assays. Results suggest that ID methods can be used to enhance knowledge of trace element behaviour in fresh and weathered fly ash. 相似文献
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8.
At present, nearly 100 million tonnes of fly ash is being generated annually in India posing serious health and environmental problems. To control these problems, the most commonly used method is addition of fly ash as a stabilizing agent usually used in combination with soils. In the present study, high-calcium (ASTM Class C—Neyveli fly) and low-calcium (ASTM Class F—Badarpur fly ash) fly ashes in different proportions by weight (10, 20, 40, 60 and 80 %) were added to a highly expansive soil [known as black cotton (BC) soil] from India. Laboratory tests involved determination of physical properties, compaction characteristics and swell potential. The test results show that the consistency limits, compaction characteristics and swelling potential of expansive soil–fly ash mixtures are significantly modified and improved. It is seen that 40 % fly ash content is the optimum quantity to improve the plasticity characteristics of BC soil. The fly ashes exhibit low dry unit weight compared to BC soil. With the addition of fly ash to BC soil the maximum dry unit weight (γdmax) of the soil–fly ash mixtures decreases with increase in optimum moisture content (OMC), which can be mainly attributed to the improvement in gradation of the fly ash. It is also observed that 10 % of Neyveli fly ash is the optimum amount required to minimize the swell potential compared to 40 % of Badarpur fly ash. Therefore, the main objective of the study was to study the effect of fly ashes on the physical, compaction, and swelling potential of BC soils, and bulk utilization of industrial waste by-product without adversely affecting the environment. 相似文献
9.
垃圾焚烧飞灰水泥固化体强度稳定性研究 总被引：1，自引：0，他引：1
针对垃圾焚烧飞灰安全处置技术要求,采用水泥对其进行固化、稳定化处理,研究了不同水泥添加量、不同养护时间和渗沥液浸泡时间对固化体无侧限抗压强度及破坏特性的影响,并对垃圾渗沥液的侵蚀机制进行了分析。结果表明：当水泥添加量小于5%,养护时间小于3 d时,飞灰固化体在渗沥液浸泡下迅速解体,垃圾渗沥液的侵蚀对飞灰固化体的强度有较大的影响,浸泡后的固化体呈现出明显的应变软化特征,而未经浸泡的固化体的强度增长符合y=a[1-exp(-bt)]模式。随着水泥添加量及养护时间的增加,飞灰固化体无侧限抗压强度增加,破坏应变减小,而随着浸泡时间的增加,飞灰固化体的无侧限抗压强度先增大后减小,转折点大约在5～7 d,破坏应变近似呈线性增大。渗沥液对飞灰固化体的侵蚀主要是其成分抑制了固化体水化反应和破坏了水化产物。研究成果可为垃圾焚烧飞灰的安全处置技术提供理论依据和参数支持。 相似文献
10.
针对大型堆填场基层结构工程,本着就地取材节约成本的原则,利用吹填砂作为骨料,添加粉煤灰、煤渣和水泥,采用正交试验方法,编制正交设计表,配制不同比例的混合料进行无侧限抗压强度试验。采用方差对不同龄期的混合料抗压强度进行分析,并对混合料加固机理进行研究,给出了混合料最佳质量配比,即水泥20%,粉煤灰15%,煤渣10%,此时混合料的强度最大;其水泥掺量对混合料强度起着关键作用,随着龄期的增长粉煤灰与煤渣对混合料强度影响程度逐渐增强,不过煤渣对混合料初期强度影响不及粉煤灰。 相似文献
11.
将绿色环保活性MgO?粉煤灰材料引入淤泥固化,采用系列室内模拟试验,深入研究冻融、浸水和干湿等复杂气候环境下活性MgO?粉煤灰固化淤泥试样的外观形貌和强度特征,明确外界环境干扰诱使固化淤泥性能演化的内在规律。结果表明：活性MgO?粉煤灰固化淤泥具有良好的抗冻融、抗干湿及水稳性,且活性MgO?粉煤灰掺量及MgO/粉煤灰配比提高可进一步改善活性MgO?粉煤灰固化淤泥试样的耐久性能。冻融、浸水和干湿等复杂环境显著劣化固化淤泥抗压强度,其强度水平均低于同龄期标准养护试样。固化淤泥试样无侧限抗压强度随冻融循环次数增加而逐渐降低,随浸水时间增加先降低后趋于稳定,随干湿循环次数增加呈降低的趋势。基于所得试验结果,提出了活性MgO?粉煤灰固化淤泥耐久性演变的内在微观机制模型。 相似文献
12.
粉煤灰作为路堤填料的动力特性试验研究 总被引：11，自引：2，他引：9
粉煤灰用作路堤填料时,其动力特性是大家较为关注的问题。在扬州电厂粉煤灰动三轴试验的基础上,对影响粉煤灰动强度的若干影响因素进行了分析,对粉煤灰路堤在饱水条件下的抗液化性能进行了探讨。研究结果表明：振次、初始静应力水平、含水量等对粉煤灰的动强度都有显著的影响;粉煤灰路堤在饱水条件下的抗液化性能则与地震动峰值加速度、初始静应力水平等有密切关系。 相似文献
13.
Geethanjali Krishnan Hema Achyuthan V. H. R. Siva 《Journal of the Geological Society of India》2017,90(1):20-24
This paper examines the difference in the geophysical and chemical characteristic of the volcanic ash and thermal fly ash to evaluate environmental pollution. Natural volcanic ash (VA) samples from Sagirelu, Cuddapah dist., Andhra Pradesh and thermal fly ash (FA) samples from the Thermal Power Station, Ennore, Chennai, were collected, analysed and compared. The particle sizes of the ash samples were determined using the laser particle size analyzer and the different surface morphological characters were studied using SEM analyses. The chemical components such as pH, major oxides, trace metals and mineral compositions were determined using pH metre, XRF and XRD methods. pH value of the volcanic ash varies from 8.5 to 8.9 indicating its alkalinity (8.5 to 9) in volcanic ash, while the thermal ash is neutral to mildly alkaline with pH varying from 6 to 7.5. Both the ash samples have higher concentration value in SiO2 (VA - 69.25%, FA - 46%) in major oxides and Cl (VA - 0.8%, FA - 0.1%) in trace elements. Quartz is the dominant mineral in both the types of ash, however, the volcanic ash has amorphous silica, while the fly ash contains crystalline quartz. 相似文献
14.
Hydro-mechanical evaluation of stabilized mine tailings 总被引：3，自引：0，他引：3
15.
为了粉煤灰的高附加值综合利用,采用酸浸法对准格尔地区循环流化床粉煤灰进行了镓的浸出实验研究,考察了多种因素对镓的浸出率的影响,包括粉煤灰粒度,酸的种类与浓度、酸浸温度与时间、固液比等。结果表明,提高镓的浸出率的适宜条件为:粉煤灰粒度200目,盐酸的浓度6 mol/L,酸浸温度应大于160℃,酸浸时间6 h,液固比在5∶1~6∶1之间为宜。在优选的工艺条件下,镓的浸出率可达80%以上。从粉煤灰中提取镓,使其作为一种资源加以利用,是提高粉煤灰综合利用价值的有效途径。 相似文献
16.
为了研究粉煤灰和二灰掺量及养护时间对桂林红黏土的改良效果,进行了直剪试验、固结试验以及电镜扫描试验。试验结果表明,粉煤灰的掺入提高了红黏土的抗剪强度,但超过一定量（18%粉煤灰掺量）反而会降低红黏土黏聚力,各掺量粉煤灰红黏土随养护龄期的延长,抗剪强度呈先增后缓趋势。二灰改良红黏土,在早期强度剧增,且强度随养护时间增长而大幅增加,一定龄期内,二灰红黏土黏聚力随二灰掺量呈先增后减趋势。粉煤灰和二灰的掺入均增大了红黏土的压缩模量,且随养护时间的延长而逐渐增大。红黏土中随粉煤灰、石灰的加入,发生一系列物理化学反应,从微观结构分析得知土中孔隙减少,结构性较素红黏土好。 相似文献
17.
粉煤灰与生石灰加固软土的室内试验研究 总被引：20，自引：5，他引：15
粉煤灰是一种工业废弃物,与生石灰一样均可用来加固软土地基。笔者进行了粉煤灰与生石灰加固土的室内配方试验,分别将水泥或生石灰与粉煤灰按照不同的比例干拌均匀后,再与不同含水量的软土人工拌和均匀,测定了不同龄期的无侧限抗压强度;分析了石灰加固土强度与生石灰掺入比和龄期的关系及其压缩系数、压缩模量等的变化。并进一步分析了粉煤灰的加固机理,旨在为其进一步的研究和工程应用提供参考。 相似文献
18.
利用粉煤灰制备多孔氧化硅的实验 总被引：3，自引：2，他引：1
利用相分离原理,以粉煤灰经硅铝分离后所得的硅酸凝胶为原料,选用聚乙烯醇为造孔剂,硝酸为催化剂,成功地制备了多孔氧化硅。实验结果表明:制备的多孔氧化硅的孔道发育良好,含有三级孔道。扫描电镜分析显示:大孔孔径为1～2 μm,比表面积为12.03 m2/g,这与实际应用的硅藻土助滤剂制品大致相当。对实验制品在啤酒液中的稳定性实验结果显示:多孔氧化硅制品在浸泡于啤酒过程中几乎没有Ca2+、Fe3+离子溶出,浸泡后的啤酒液的pH值基本不变。上述结果表明:实验制备的多孔氧化硅制品作为硅藻土助滤剂的替代品具有良好的实际应用前景。 相似文献
19.
H. Rönkkömäki Ph.D. R. Pöykiö Ph.D. H. Nurmesniemi Ph.D. K. Popov D.Sc. E. Merisalu Dr. T. Tuomi PhD I. Välimäki M.Sc. 《International Journal of Environmental Science and Technology》2008,5(4):485-494
The particles in the examined cyclone fly ash were all smaller than 0.25 mm. in diameter, and particles smaller than 0.075 mm. in diameter accounted for 88.4 % of the ash weight. This result indicates that cyclone fly ash consists of particles with a small diameter. The metals in the cyclone fly ash were enriched in small particles. The highest concentrations for zinc, copper, lead, cadmium and molybdenum in the cyclone fly ash were found in the smallest particle size fraction (< 0.075 mm.) and for Barium, chromium, nickel, Vanadium and Cobalt in the second to smallest particle size fraction (0.075-0.125 mm.). From an environmental and toxicological standpoint, the smallest particles are of the greatest concern when ash is handed at landfill disposal sites (transport and disposal especially in stormy weather conditions), and some studies have reported risks to workers from prolonged exposure to ash. The results of the comparison of various dissolution methods for metals showed that the digestion procedures with nitric acid alone (USEPA 3051) or with a mixture of nitric acid + hydrogen peroxide (USEPA 3050B) slightly underestimated the metal concentrations in the cyclone fly ash. Although the use of hydrofluoric acid is often necessary for the determination of a number of elements associated with siliceous minerals, its use can result in loss of trace elements during dissolution. 相似文献
20.
A. Mofarrah T. Husain C. Bottaro 《International Journal of Environmental Science and Technology》2014,11(1):159-168
This study investigated the potential application of heavy oil burning fly ash as a precursor to prepare activated carbon. The raw fly ash obtained from a power plant is cleaned by nitric acid/hydrochloric acid and activated at 550–800 °C with hold times of 30 and 60 min to obtain fly ash activated carbon. The phosphoric acid is used as a chemical agent to improve the surface characteristics of the cleaned fly ash. The effects of process variables such as amount of chemical reagents, activation time and temperature were investigated according to two-levels full factorial design. The resultant activated carbons were characterized in terms of Brunauer, Emmett and Teller surface area and total and pore volume. The maximum specific surface area was found of 148.30 m2/g at 800 °C temperatures with 60 min holding time. The test showed that the surface area and pore volumes of the material are also significantly enhanced by the activation process. 相似文献