污泥包裹飞灰热解炭中重金属稳定性研究:铁盐添加剂的作用

在污泥包裹飞灰中添加不同比例的铁盐后进行热解,依据HJ/T 300—2007《固体废物浸出毒性浸出方法——醋酸缓冲溶液法》,研究了铁盐对污泥包裹飞灰热解炭中重金属的稳定效果,确定了基于热解炭最终处置目标的最经济的铁盐添加量和最大飞灰包裹量。结果表明:添加混合铁盐可以增加污泥包裹飞灰热解炭中重金属的稳定性,随着铁盐添加量增加,重金属的浸出浓度先减小后增加。综合经济性和稳定性,确定最适宜的铁盐添加量为1.5%。添加铁盐可增加污泥的飞灰包裹量,在Fe添加量为1.5%,热解温度500℃的条件下,污泥对飞灰的最大包裹量是1∶2,此条件下的产物热解炭可以进入生活垃圾填埋场处置。     

固定源飞灰中PCDD/Fs的时间变化特性分析

对河北省某生活垃圾焚烧厂(固定源)飞灰中二恶英(PCDD/Fs)含量随时间的变化特性进行了分析,并结合美国、欧盟和国内排放标准限值和3种常见垃圾(医疗垃圾、生活垃圾和工业危险废弃物)以及PCDDs/PCDFs比值,分析了焚烧飞灰中PCDD/Fs特征。结果表明:2014年10月—2015年11月PCDD/Fs的TEQ变化范围为0.00322~0.671μg I-TEQ/kg,同时O8CDD(5.020%~34.19%)、2,3,7,8-T4CDF(0.764%~9.696%)和1,2,3,7,8-P5CDF(0.273%~8.575%)均在PCDD/Fs浓度中占据主要贡献率,2,3,4,7,8-P5CDF(12.12%~68.53%)在PCDD/Fs毒性当量中占据主要贡献率,并且均低于美国、欧盟和国内排放标准限值,同时发现PCDDs/PCDFs TEQ比值与焚烧垃圾类型存在一定关系;本研究样品中PCDD/Fs的合成机理符合从头反应的理论。     

高铝粉煤灰脱硅反应工艺优化及机理探讨

为探究高铝粉煤灰脱硅最佳工艺条件及了解其脱硅过程物相转化机理,通过正交试验研究了w(NaOH)(10%~30%)、灰碱比(质量比,取1∶0.3~1∶2.0)、时间(1.0~4.0 h)和温度(90~150 ℃)对脱硅效率及铝硅比(质量比)的影响. 结果表明:w(NaOH)为20%、灰碱比为1∶0.5、反应时间为2.0 h、反应温度为120 ℃是粉煤灰脱硅反应的最佳条件;在最佳条件下铝硅比由原灰的1.23升至2.02以上,脱硅效率达38.6%.反应温度、灰碱比、碱液浓度、时间对脱硅率的影响依次减弱. 通过定量X射线衍射(XRD)分析了脱硅前后物相的变化,当温度高于120 ℃时,有大量方钠石形成,并且方钠石生成量(X)与铝硅比(Y)呈显著负相关,有Y=-0.012 8X+2.03 (R2=0.930,P<0.01). 由扫描电镜(SEM)对粉煤灰脱硅前后的表观形貌变化观察可知,粉煤灰在脱硅过程中非晶态SiO₂部分溶解,从而进一步证实了方钠石的生成是影响脱硅效率的关键因素.      

除尘器灰斗电加热器供配电节能降耗方案优化

对目前广泛使用的除尘器灰斗电加热器的供配电系统进行了分析,提出了电控设备投资更省、供配电系统运行更节能经济的优化方案,并通过工程实例进行了分析验证。     

生活垃圾焚烧飞灰中重金属浸出影响研究

通过浸出液pH测定、全量测定以及(HJ/T 299-2007)硫酸硝酸法和(HJ/T 300-2007)醋酸缓冲溶液法浸提,对生活垃圾焚烧飞灰中重金属浸出特性进行了实验研究.结果表明浸出pH条件、飞灰中重金属含量以及重金属分布形态是影响浸出浓度的主要因素.相比于硫酸硝酸法,醋酸缓冲溶液法重金属提取效率明显较高,尤其是铜锌镉铬.垃圾焚烧飞灰潜在环境风险较大,在填埋处理及综合利用时应充分考虑其浸出特性.     

Valuable utilisation of spray dryer ash and its performance in structural concrete

This paper focuses on the valuable utilisation of spray dryer ash (SDA) and investigates its performance in concrete for structural applications. Based on the challenges associated with the disposal of coal combustion products (including SDA) and the economic costs linked to cement production, this research seeks to provide an environmentally friendly and more cost-effective concrete product by utilising SDA in partial replacement of cement in concrete. With the exception of a relatively high-sulphur content, SDA exhibits very useful properties that are closely related to Class C fly ash and Portland cement.

Experimental tests were carried out to determine the effect of SDA replacement of Portland cement (ranging from 0 to 50% replacement) on the compressive strength, bond strength, freeze-thaw performance and corrosion resistance of concrete. The addition of SDA in non-air entrained concrete provided a general increase in its strength with optimal limits ranging between 25 and 35% replacement. The addition of SDA produced a negligible effect on the freeze-thaw durability of the concrete (air entrained). Results for corrosion performance were not as definitive, but indicate that the use of SDA does not significantly change the likelihood of reinforcing bar corrosion.     

Printed in great Britain Cr(VI) and other metallic mutagens in fly ash and welding fumes†

Particulate samples taken from both the indoor (working) and outdoor (community) environments contain a wide range of metallic trace elements most of which are mutagenic in at least one of the short term tests for genotoxicity currently in use. Because of the demonstrated presence of a short lived biologically active species (Cr(VI)), and the uncertainty with which the results of the screening of metallic compounds in short term tests can be interpreted in terms of human risk, great care must be taken to assure the appropriate collection, storage, and chemical and biological assay of such material. The sensitivity of the results for fly ash and welding fumes to variations in these protocols is demonstrated and discussed.     

The Reuse of Urban and Industrial Waste in Tai-Lin-Pu Reclamation Project,Taiwan

Abstract

This study introduces the principles of KMG's (Kaoshiung Municipal Government) dealing with the non-poisonous urban and industrial waste through reclamation of shore land in reinforcing a sense of coastal protection and land development in Tai-Lin-Pu coastal area, southern Taiwan.

Through a series of experimental studies, we found that substitutes of coarse aggregate with a broad spectrum of integrating slag powder, fly ash, and cementitious material can be obtained with a benefit up to 80% saving of cement. the integrated aggregates from the non-poisonous industrial wastes were subsequently made into armour units and used in the field tests at Tai-Lin-Pu coastal area, where the shorelines are seriously eroded. After being subjected to several severe typhoon advents, the results showed that the waste-made units used as the protection breakwater, together with construction wastes and excavated soil as the filling material, prove to be an effective practice in utilizing recycled urban waste to reclaim erosive shore lands. Moreover, this study also demonstrates that through detailed analysis of the waste characteristics, scrap material could be turned into valuable construction aggregates, and highlights the value of non-poisonous urban and industrial waste as a alternative resource for the shore protection engineering.     

Leaching of trace and major elements from coal ash dumps

Coal ash samples taken from an active, currently filled cassette as well as samples taken from passive cassettes of the power plant in Obrenovac (Yugoslavia) were subjected to sequential leaching, comprising of extraction with distilled water, 1 M KC1 and 0.1 M HC1. Concentrations of trace and major elements found in extracts revealed that lead and cadmium are not present in significant concentrations, while other elements show different behavior: practically all absorbed trace elements and most of the major elements are partially leached during transport, while later, on the dump, only a slow release of most of the examined ion‐exchangeable elements occurs.     

Durability of conventional concretes containing black rice husk ash

In this study, black rice husk ash (BRHA) from a rice mill in Thailand was ground and used as a partial cement replacement. The durability of conventional concretes with high water–binder ratios was investigated including drying shrinkage, autogenous shrinkage, depth of carbonation, and weight loss of concretes exposed to hydrochloric (HCl) and sulfuric (H₂SO₄) acid attacks. Two different replacement percentages of cement by BRHA, 20% and 40%, and three different water–binder ratios (0.6, 0.7 and 0.8) were used. The ratios of paste volume to void content of the compacted aggregate (γ) were 1.2, 1.4, and 1.6. As a result, when increasing the percentage replacement of BRHA, the drying shrinkage and depth of carbonation reaction of concretes increased. However, the BRHA provides a positive effect on the autogenous shrinkage and weight loss of concretes exposed to hydrochloric and sulfuric acid attacks. In addition, the resistance to acid attack was directly varied with the (SiO₂ + Al₂O₃ + Fe₂O₃)/CaO ratio. Results show that ground BRHA can be applied as a pozzolanic material and also improve the durability of concrete.