Mobilities and leachabilities of heavy metals in sludge with humus soil

Chemical forms of Zn, Ni, Cu, and Pb in municipal sewage sludge were investigated by adding humus soil to sludge and by performing sequential extraction procedures. In the final sludge mixtures, Zn and Ni were mainly found in Fe/Mn oxide-bound (F3) and organic matter/sulfide-bound (F4) forms. For Zn, exchangeable (F1), carbonate-bound (F2), and F3 forms were transformed to F4 and residual forms (F5). For Ni, F1 and F2 forms were transformed to F1, F2, and F3 forms. Both Cu and Pb were strongly associated with the stable forms F4 and F5. For Cu, F2 and F3 forms were major contributors, while for Pb, F3 and F4 forms were major contributors to F5. Humus soil dosage and pH conditions in the sludge were strongly correlated with the forms of heavy metals. Five forms were used to evaluate metal mobilities in the initial and final sludge mixtures. The mobilities of the four heavy metals studied decreased after 28 days. The metal mobilities in the final sludge mixtures were ranked in the following order: Ni > Zn > Cu = Pb. Leaching tests showed that the mobilities of Zn and Ni in lower pH conditions (pH 4) were higher than those in higher pH conditions (pH 8).     

TiO2 nanotubes as solid-phase extraction adsorbent for the determination of polycyclic aromatic hydrocarbons in environmental water samples

An analytical method based on TiO2 nanotubes solid-phase extraction (SPE) combined with gas chromatography (GC) was established for the analysis of seven polycyclic aromatic hydrocarbons (PAHs): acenaphtylene, acenaphthene, anthracene, fluorene, phenanthrene, fluoranthene and pyrene. Factors a ecting the extraction e ciency including the eluent type and its volume, adsorbent amount, sample volume, sample pH and sample flow rate were optimized. The characteristic data of analytical performance were determined to investigate the sensitivity and precision of the method. Under the optimized extraction conditions, the method showed good linearity in the range of 0.01–0.8 g/mL, repeatability of the extraction (RSD were between 6.7% and 13.5%, n = 5) and satisfactory detection limits (0.017–0.059 ng/mL). The developed method was successfully applied to the analysis of surface water (tap, river and dam) samples. The recoveries of PAHs spiked in environmental water samples ranged from 90% to 100%. All the results indicated the potential application of titanate nanotubes as solid-phase extraction adsorbents to pre-treat water samples.     

湘中锑矿区土壤重金属锑的污染特征

文章研究调查了冷水江锡矿山锑矿区、桃江板溪锑矿区、桃江马迹塘锑矿区、桃江武潭锑矿区、安化符竹溪金锑矿区及安化渣滓溪锑矿区及周围土壤中锑的含量及形态分布.结果表明:各矿区土壤中总锑含量范嗣为185.6-2 081.3 mg/kg,大大超过了土壤中锑的背景值,表明各矿区土壤已被严重污染.采用Tessier逐级提取法对土壤中...     

废弃线路板热解油中酚类物质的提取与分离

将FR-4型废弃线路板热解,并对热解油中含量最多的组分-酚类物质进行分离提取.比较研究线路板热解油的分离提取方法,探索出"碱液处理-酸化-萃取-减压蒸馏"的新方法,对分离出的组分进行GCMS(气质联用)测试.结果显示运用该方法对FR-4型线路板的热解油进行提取分离,得到的总酚占热解油的62.0%,其中苯酚的最高纯度可达...     

《环境科学与技术》总目次

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有关斜管沉淀池的上升流速讨论

文章从理论上了分析斜管沉淀池上升流速对沉淀池处理效果的影响,及原水特性与斜管沉淀池上升流速取值的关系。讨论分析斜管沉淀池设计时,应根据原水特性不同选择不同的斜管沉淀池上升流速。     

杉木木屑对废水中Hg2+的静态吸附研究

研究了未改性、HNO3改性和NaOH改性杉木木屑对水中Hg2+的吸附特性,并探讨Hg2+初始浓度、pH值、吸附时间和木屑用量对吸附率的影响.结果表明,杉木木屑对水中Hg2+具有较好的吸附效果,吸附率可达90%以上.杉木木屑对Hg2+的吸附动力学可用拟二级动力学方程描述.研究表明,利用酸碱改性杉木木屑制备废水中Hf2+吸附材料具有广阔的应用前景.     

基于快速聚类方法分析常州市区PM2.5的统计特性

运用统计方法研究常州市区2013~2014年6个国控点六项基本污染物(SO_2、NO_2、CO、O_3、PM_(2.5)和PM_(10))月平均浓度变化,结果表明,除O_3外,其它五项污染物月平均浓度夏季较低冬季较高.颗粒物与风速之间的关系为PM_(2.5)浓度随风速的升高一直降低,PM_(10)随风速的升高浓度先降低后升高.采用快速聚类分析(k-means)并运用SWV和DIV指数对六项基本污染物进行分类,得到4个样本分类.与依据颗粒物化学成分或粒径谱对PM进行源解析方法不同,本研究更多是从PM_(2.5)与其它污染物相关关系以及污染程度等角度按照欧式距离进行分类.不同类中PM_(2.5)来源明显不同,类1中PM_(2.5)与化石燃料燃烧排放密切相关,类2与O_3密切相关,类3与城市不完全燃烧排放、区域灰霾污染密切相关,类4可以归类于城市"背景"类.快速聚类分析结果也表明常州市区PM_(2.5)有着复杂的来源.     

海岸带表层沉积物中磷的地球化学特征

通过连续提取法对莱州湾主要入海河流及近岸海域表层沉积物中5种形态磷进行了定量分析.结果表明,近海沉积物自生钙结合磷含量(45.6%)高于河流(37.3%),而铁结合磷(Fe-P)含量(18.2%)却低于河流(31.3%).在近海,可交换或弱结合磷含量和粉砂比例呈正相关,表明该形态磷主要吸附于细粒粉砂.河流沉积物Fe-P与Fe浓度呈显著正相关(P0.01),表明河流沉积物Fe-P分布受沉积物活性铁含量的控制.河口处Fe-P普遍低于相应河流,这可能与海相泥沙输入及河口厌氧区硫酸盐还原或硫化物累积有关.近海沉积物总可提取态磷平均浓度总体呈现出由海洋向河口方向递减的趋势.     

市政污泥深度脱水滤液水质特性研究

以武汉市五座污水处理厂剩余污泥经Ⅰ、Ⅱ、Ⅲ三种污泥调理方法调理及脱水的污泥深度脱水滤液为研究对象,分析测定了水样的常规水质指标。结果表明,配方Ⅰ所得脱水滤液pH为12.8左右,呈强碱性,配方Ⅱ、Ⅲ所得脱水滤液pH=3.0~6.2,呈酸性。污泥深度脱水滤液的水质随脱水污泥的来源、污泥调理方法不同而异,稳定、氧化程度高的污泥其深度脱水滤液水质较好。经调理后的深度脱水滤液ρ(COD)为180~1200 mg/L,为中低浓度有机废水;BOD5/COD=0.49~0.66,可生化性良好;氨氮浓度为20~200 mg/L,差异较大,但普遍较高,C/N在2.2~13.4,属低C/N比废水;TP在0.4~5.5 mg/L,C∶N∶P对微生物生长来说并不协调。污泥调理剂中的破胞试剂对污泥脱水滤液水质影响较大,配方Ⅱ、Ⅲ调理剂中含破胞试剂,调理后的污泥深度脱水滤液COD和氨氮值较大。最后,建议对氨氮负荷过高而不适合回流的深度脱水滤液采用高效的生物脱氮工艺进行处理。