河北省环境保护工作的新举措

河北省为加强环境保护工作成立了省环保工作领导小组,强化环保机构统一监督管理,发挥各部门在环境保护工作中的作用,坚决落实建设项目环境保护“第一审批权制度”,加强环保工作的督导,健全行政执法责任制,建立人大环保监督制约机制。这些做法很好,本文对此进行简要介绍。     

壳聚糖吸附处理废水的研究进展

壳聚糖吸附处理废水的研究包括其对废水吸附性能和吸附机理的研究两个方面。壳聚糖表现出了良好的吸附废水中重金属离子、染料分子和其它易引起变异物质的能力;壳聚糖对金属离子和染料的吸附机理模型研究理论意义重大,它将进一步推动壳聚糖的实际工程应用。     

煤和瓦斯突出过程中瓦斯作用机理的研究

阐述了瓦斯在煤和瓦斯突出过程中所起的作用 ;指出煤层中瓦斯的存在改变了煤岩体的物理力学性质及响应特性 ,使之成为非稳定介质 ;特别强调在瓦斯突出发生时 ,瓦斯膨胀能起了至关重要的作用 ;由于瓦斯的存在 ,加剧了煤体失稳破坏的过程。     

集约化露天菜地表层土壤盐分累积特征及消长规律

以广东省佛山市南海区为例,研究了集约化露天菜地表层土壤盐分的累积状况和离子组成,对盐分的季节性消长规律及其变化原因进行了深入分析.结果表明:2006年春季土壤盐分的累积情况较为严重,5个集约化露天菜地样点中有3个样点(1、2、4号)的表层土壤盐分浓度较高,全盐质量分数超过1.0 g·kg-1,已达到次生盐渍化的标准,其中又以2号样点(菜场)最为突出,伞盐质量分数高至2.42 g·kg1;2006年春季到夏季为脱盐阶段,土壤盐分浓度下降明显;2006年夏季到秋冬季变化幅度不大.土壤盐分浓度的变化与降雨量有密切关系,虽然2006年降雨偏多,但佛山市南海区农业集约化水平较高,部分菜地连年种植蔬菜、复种指数极高、化肥施用量偏大,从而在遇到干早年份和季节,集约化露天菜地土壤仍有发生次生盐渍化的风险.土壤盐分的离子组成上,阳离子以Ca2 为主,占全盐质景分数的11.0%～24.1%;阴离子以NO3-和SO42-为主,分别占全盐质量分数的8.9%～31.0%和10.9%～45.7%.研究结果可为控制土壤盐分累积、提高蔬菜生产能力及品质、保护和合理利用耕地资源,提供参考资料.     

北江表层沉积物中铊污染的生态风险

为了解珠江水系北江流域表层沉积物中铊的含量,并在此基础上评价珠江流域北江铊污染现状及其生态风险,该研究于2006年采集了广东省北江韶关至清远段的沉积物样品,采用混酸消解后,使用ICP-MS测定了沉积物中铊的含量,应用潜在生态危害指数对北江的铊污染和生态危害进行评价.结果表明,珠江水系北江河段沉积物已达到了较高的铊污染水平,对周围环境存在着较高的铊生态风险.北江干流沉积物中的铊质量浓度范围为0.92 ~ 2.32 mg·kg-1,平均值为1.70 mg·kg-1;各支流沉积物中铊质量浓度范围为1.02 ~ 3.22 mg·kg-1.个别采样点,特别是接近韶关冶炼厂排放口附近沉积物中铊的含量达到7.78 mg·kg-1,具有极高的铊生态风险.对于北江各支流,铊的污染程度与潜在生态风险程度由高到低的排序为马坝河>武江>浈江>滨江>龙塘河,其中马坝河沉积物铊存在高度的生态风险.     

微波法处理含铬废渣的可行性分析

微波辐照解毒铬渣是一项新技术,为考察该技术应用的可行性,本文对铬渣解毒前后性状的变化进行了讨论。结果表明,该技术能较完全地使高价铬转化为低价铬,解毒渣中铬主要以三价形态存在,铬渣毒性得到消除;解毒渣浸出液中Cr6+浓度远低于国家危险废物鉴别标准,解毒渣已不属于危险固体废弃物,其在环境条件下可安全存放。说明该技术具有应用前景。     

长荡湖底泥污染特征及水体富营养化状况

根据长荡湖底泥和水体实测资料,分析了底泥的污染及营养物质释放特征,发现底泥释放再悬浮产生的污染负荷占到入湖污染负荷总量的比例分别是:高锰酸盐指数为16%,TN为25%,TP为21%,是引起近年来长荡湖水体富营养化加剧的重要因素,特别是湖西区和湖南区达到富营养水平,湖心区水体含氮磷浓度也较往年有明显增大。为控制长荡湖底泥污染及水体富营养化的加剧,提出了长荡湖水环境保护的相关对策措施。     

新生态二氧化锰对水中三价砷去除作用的研究

研究了新生态MnO2对水中As(Ⅲ)的去除效果。结果表明:新生态MnO2对As(Ⅲ)去除率高,作用速度快,作用过程符合二级动力学方程;pH=6.5时吸附等温线符合Langmuir和Frundlich方程;pH<7时,As(Ⅲ)的去除率均达80%以上,受pH和初始浓度影响较小,且与H3AsO3的pKa无关的非特性吸附;阴离子与As(Ⅲ)有吸附竞争作用,阳离子的加入可使As(Ⅲ)的去除率接近100%。     

In situ iron activated persulfate oxidative fluid sparging treatment of TCE contamination--a proof of concept study

In situ chemical oxidation (ISCO) is considered a reliable technology to treat groundwater contaminated with high concentrations of organic contaminants. An ISCO oxidant, persulfate anion (S(2)O(8)(2-)) can be activated by ferrous ion (Fe(2+)) to generate sulfate radicals (E(o)=2.6 V), which are capable of destroying trichloroethylene (TCE). The property of polarity inhibits S(2)O(8)(2-) or sulfate radical (SO(4)(-)) from effectively oxidizing separate phase TCE, a dense non-aqueous phase liquid (DNAPL). Thus the oxidation primarily takes place in the aqueous phase where TCE is dissolved. A bench column study was conducted to demonstrate a conceptual remediation method by flushing either S(2)O(8)(2-) or Fe(2+) through a soil column, where the TCE DNAPL was present, and passing the dissolved mixture through either a Fe(2+) or S(2)O(8)(2-) fluid sparging curtain. Also, the effect of a solubility enhancing chemical, hydroxypropyl-beta-cyclodextrin (HPCD), was tested to evaluate its ability to increase the aqueous TCE concentration. Both flushing arrangements may result in similar TCE degradation efficiencies of 35% to 42% estimated by the ratio of TCE degraded/(TCE degraded+TCE remained in effluent) and degradation byproduct chloride generation rates of 4.9 to 7.6 mg Cl(-) per soil column pore volume. The addition of HPCD did greatly increase the aqueous TCE concentration. However, the TCE degradation efficiency decreased because the TCE degradation was a lower percentage of the relatively greater amount of dissolved TCE by HPCD. This conceptual treatment may serve as a reference for potential on-site application.     

Determination of Nitrobenzene in Wastewater Using a Hanging Mercury Drop Electrode

The determination of trace amount nitrobenzene in wastewater on a hanging mercury drop electrode was studied. The determination conditions of pH, supporting electrolyte, accumulation potential, accumulation time, and voltammetric response were optimized. The sharp peak of the nitrobenzene was appeared at 0.05 V. The peak electric current was proportional to the concentration of nitrobenzene in the range of 1.47 × 10⁻⁵ ∼ 1.0 × 10⁻³ mol/l with relative standard deviations of 3.99 ∼ 8.94%. The detection limit of the nitrobenzene in water was 5 × 10⁻⁶ mol/l. The proposed method offered low limit of determination, easy operation, the use of simple instrumentation, high sensitivity and good reproducibility. It was applied to the determination of nitrobenzene in wastewater with an average recovery of 94.0% ∼ 105%. The proposed method provided fast, sensitive and sometimes real time detection of nitrobenzene.