Salinity increases mobility of heavy metals in soils

The effect of salinity induced by CaCl₂, MgCl₂, NaCl and Na₂SO₄ on the mobility of Cu, Cd, Pb and Zn was studied. An increase of ionic strength by any salts promoted a higher release of Cd than the others metals. When CaCl₂ and NaCl were applied, Cd and Pb showed the highest degree of mobilization. When MgCl₂ was applied, Cd and Cu were mobilized the most. Finally, an increase of Na₂SO₄ also promoted the strongest mobilization of Cd and Cu.As the total heavy metal content was higher, the percentage of Pb and Cu released upon salinization decreased, indicating that these metals are strongly bound to soil constituents. An increase of carbonates in the soil promoted a higher release of Pb for all used salts and for Zn when MgCl₂ and NaCl were used. This indicates that Pb and Zn are adsorbed on the surface of carbonate crystals. An increase of fine particles promoted a decrease of percentage of released Cd for all salts, indicating that Cd is strongly retained in the fine fractions.The main mechanism regulating Pb and Cd mobility was competition with Ca²⁺ for sorption sites followed for metal chloro-complexation, association between the Cd/Pb-sulfates and competition with Mg²⁺. The main mechanism regulating Cu mobility was the formation of Cu-sulfate, followed by competition with cations (Mg > Ca) and chloride. For Zn, competition with Ca²⁺ for sorption sites was the most important process for its mobility; followed by Zn-sulfate association and, finally, chloride and competition with Mg with the same effect.     

Use of recycled fine aggregate in concretes with durable requirements

The use of construction waste materials as aggregates for concrete production is highly attractive compared to the use of non-renewable natural resources, promoting environmental protection and allowing the development of a new raw material. Several countries have recommendations for the use of recycled coarse aggregate in structural concrete, whereas the use of the fine fraction is limited because it may produce significant changes in some properties of concrete. However, during the last decade the use of recycled fine aggregates (RFA) has achieved a great international interest, mainly because of economic implications related to the shortage of natural sands suitable for the production of concrete, besides to allow an integral use of this type of waste. In this study, the durable behaviour of structural concretes made with different percentage of RFA (0%, 20%, and 30%) is evaluated. Different properties related to the durability of concretes such as absorption, sorptivity, water penetration under pressure, and carbonation are determined. In addition, the results of compressive strength, static modulus of elasticity and drying shrinkage are presented. The obtained results indicate that the recycled concretes have a suitable resistant and durable behaviour, according to the limits indicated by different international codes for structural concrete.     

燃煤电厂袋式除尘器滤料耐氧化性能试验研究

燃煤电厂锅炉烟气中含有SOx和NOx,会氧化腐蚀滤料。试验研究了燃煤电厂布袋除尘器滤料断裂强力与运行时间的关系。结果表明,滤料在酸性环境中会被氧化同时断裂强力下降,但断裂强力下降后均会出现反弹,后处理工艺可提高滤料的抗氧化性能,但会降低滤料的断裂强力。     

化学溶胀法分离废弃线路板中金属与基板

废弃线路板的粉碎和所含金属组分的高效解离是后续分选回收的前提条件。本研究分别使用乙二胺等10种溶剂浸泡废弃线路板,比较对线路板中铜箔与基板间剥离强度的影响,从而筛选出4种有代表性的溶剂,即溶剂D、溶剂F、丙酮和水, 比较废弃线路板经化学溶胀后的单体解离度和获得一定粒径分布的颗粒所需的破碎时间。研究结果表明,化学溶胀后破碎能大幅提高金属的单体解离度,浸泡效果的优良排序为：溶剂D>溶剂F>丙酮>水;浸泡时间越长,浸泡温度越高,对剥离强度的降低越有利;使用溶剂D在150℃、3 h或140℃、5 h的工艺下浸泡废弃线路板,可以使铜箔与基板自动脱落。研究结果为后续的分选提供了便利的条件。     

江西灾害性强雷电天气的雷达回波特征

使用常规地面报表A0资料、多普勒天气雷达资料,以及雷电数据和卫星云图等资料,进行了雷电和雷暴日的分布特征统计分析,重点对灾害性强雷电天气的雷达回波特征进行个例分析,以了解雷电和雷暴天气的活动规律和强雷电的雷达回波特征,提高预警预报的能力.结果表明:(1)雷电和雷暴天气具有明显的季节变化与日变化特征,每年2-5月集中在8-20时,6-9月集中在11-20时;(2)强雷电天气在雷达回波上表现为南北走向的回波带结构,当回波强度≥50dBZ、回波出现不断合并现象、强回波水平尺度较大、具有"指状"或"弓状"回波结构,以及出现陡直"零值线"和VIL超过50 kg/m2时,最易发生强雷电天气;(3)有时局部强单体凭着自身的发展,当强度≥50dBZ和VIL超过50 kg/m2时,也有可能出现局地强雷电天气.     

AHP-SWOT法在道路交通安全改善策略中的应用

针对交通事故的特点,探讨AHP-SWOT方法在道路交通事故评价中的具体应用。SWOT(优势—劣势,机会—威胁)分析法是一种综合考虑系统外部环境和内部条件的各种因素,对其进行系统评价并从中选择最佳策略的方法,但是它缺少定量分析的过程。AHP(层次分析法)具有定性分析和定量分析相结合的优势,采用SWOT和AHP相结合的方法进行评价更加合理和准确。将AHP-SWOT方法应用于道路交通安全评价系统,分析道路交通安全系统所面临的机会和威胁、所处的优势和劣势,可为正确评价道路安全水平、制定合理的道路交通安全改善策略提供理论指导。实例证明该方法可行有效。     

抗压实验法厌氧颗粒污泥机械强度的测定及影响因素分析

通过首先对厌氧颗粒污泥样品进行筛分,然后测定其机械强度,解决了实际操作过程中现有抗压实验法出现的精确度与重现性较差的问题。通过对不同来源厌氧颗粒污泥样品机械强度的测定、对比分析发现,厌氧颗粒污泥的机械强度大小与反应器的规模、反应器所采用水力负荷存在一定的正相关性,且与其主要金属元素（Ca、Fe和Mg）含量的大小存在着密切的关系。     

某1000 MW燃煤机组脱硝催化剂运行性能检测

以某1000 MW燃煤机组脱硝系统使用的脱硝催化剂为研究对象,分别对不同运行时间的催化剂进行了对比检测。检测结果表明,运行初期,催化剂表面沉积了一定量的碱金属,但属于正常范围内;没有出现过多的硫化合物的沉积;催化剂微观结构遭到一定程度的破坏,比表面积有下降趋势;催化剂机械强度基本保持良好;催化剂活性衰减在正常范围内,催化剂可以继续使用或添加加装层。     

地面浓度反推法计算石化企业无组织排放源强

对某石化企业储罐区和原油脱酸装置区的无组织排放非甲烷总烃进行监测,对监测数据进行Pearson相关分析,运用地面浓度反推法计算源强。实验结果表明：原油脱酸装置区各采样线浓度间的相关性好,反推出的源强较为准确,50,100,150 m采样线的反推源强非常接近,分别为21.68,21.60,19.76 t/a;而储罐区监测浓度的相关性不佳,该区域的非甲烷总烃无组织排放源可能不单一,不适用地面浓度反推法计算其源强。     

钢渣掺量对泡沫混凝土砌块性能的影响

泡沫混凝土是一种环保、节能的保温隔热材料,以其优良的保温性能,受到越来越多研究者的关注。对钢渣的特性进行了分析测试,对钢渣不同掺量对泡沫混凝土砌块特性的影响进行了研究,结果表明,采用添加5％～35％钢渣所制备的钢渣泡沫混凝土砌块,其密度等级为JC／T1062—2007中的B10级,掺人5％、15％钢渣的泡沫混凝土抗压强度达到A3．5等级,掺人25％、35％钢渣的泡沫混凝土抗压强度达到A2．5等级。随着钢渣掺量的增大,抗压强度、抗折强度降低,吸水率增大。在同一钢渣掺量的情况下,泡沫混凝土砌块的抗压强度变化率增加显著,而且随着钢渣的加入量升高而增大。钢渣的加入有利于提高泡沫混凝土砌块的后期抗压强度。