GC／MS对一起死鱼事故的监测分析

利用ＧＣ／ＭＳ对一起死鱼事故中的鱼塘水样，鱼肉样进行了监测，检出的６个化合物均与某化工厂的原料，产品，中间体及其衍生物相吻合，迅速判定了污染事故的责任者。     

桑蚕氟污染事故的监测

针对桑蚕污染事故的特点和监测中存在的问题,阐述了现场调查,布点采样,分析测试及结果评价等环节的技术要点和注意事项,并就与之密切相关的几个问题展开了讨论,为桑蚕污染事故的监测节一定的参考依据。     

粗苯泄漏污染事故应急监测

介绍了合界高速"9.01"粗苯泄漏污染事故中,正确启动应急监测预案,第一时间采集水、气样品并及时分析监测,为污染事故的处置提供了及时、准确的技术支持,同时为了掌握污染事故的污染程度及变化趋势,对水、气、土壤等指标进行了跟踪监测。     

环境污染事故应急监测的对策

提出环境污染事故应急监测应分为环境污染事故发生时和环境污染事故发生后两大类,当环境污染事故发生时,主要污染物是以气体状态存在,当环境污染事故发生后,污染的是水体、土壤及生物等环境样品,并对其中6个类型污染事故发生时的应急监测作了阐述。     

饮水污染事故污染源的确认

报道了造成南京某水厂饮水污染事故污染源的寻找和认定过程中应用的现场和实验室分析合的调查方法。结果表明，这次污染事故是某化工厂的环己胺生产过程中产生的残液，污染了排涝沟水，当向长江排出被化工废水污染的降雨积水时，造成了该水厂取水口的源水污染，引发饮水污染事故。饮水中污染物为二环己胺。     

三明市突发性环境污染事故种类及应急监测监控手段

阐述了三明市突发性环境污染事故的种类和特征,提出突发性环境污染事故的采样点位布设应采取突发性水污染事故和大气污染事故等方式进行,并根据该市的行业特征,确定了污染因子,以及现场采样及分析等具体做法.     

水库型河流锰污染应急监测技术研究

以贵州和湖南的跨省锰污染事故为例，详细阐述了该污染事故开展应急监测的全过程，并就水库型河流锰污染事故应急监测方案、分析技术选择、监测力量配置、质量控制等内容进行探讨，并总结了应急监测的技术和管理经验。     

长江船舶苯酚泄漏污染事故的应急监测

从方案制定、监测布点、现场工作等方面,阐述长江南通段船舶苯酚泄漏污染事故的应急监测工作。通过案例分析并比对国内其他类似事故,明确该类型事故具有污染源不确定性强、污染扩散速度快、污染影响范围广等特点。应对类似事件,通过建立应急统一指挥中心、现场应急监测实验室、模型预测等技术手段,可以提高应急监测的科学性和主动性。     

傅立叶变换红外光谱法在突发性污染事故监测中的应用

对突发性污染事故的应急监测需要各种便携、灵敏和快速响应的监测仪器，便携式傅立叶变换红外光谱仪为污染事故的应急监测提供有力支持。本文着重介绍该仪器的基本原理和应用情况。     

3.29京沪高速液氯泄漏事故应急监测方法选择和效果评述

介绍了“3.29”液氯泄漏污染事故应急监测过程中确立监测方案和科学选择监测方法以及取得的为事故处理指挥部提供优质快速的技术支持和服务的效果。     

Fate Modelling of DEHP in Roskilde Fjord, Denmark

The fate of di(2-ethylhexyl)phthalate (DEHP) is modeled in Roskilde fjord, Denmark. The fjord is situated near Roskilde, which comprises 80,000 PE, various industries, a central wastewater treatment plant, and adjacent agricultural fields. Roskilde fjord is thus a suitable recipient for studying the transport and fate of DEHP, which is used in a variety of different industries and consumer products. Wastewater from households and industries is led to the local wastewater treatment plant, which leads the effluent to the fjord. The sludge is partly stored and partly amended on an adjacent field. The model applied in the present study is a simple box model coupling water and sediment compartments of the fjord with wastewater treatment plant effluent, streams leading to the fjord, and atmospheric deposition. The fjord model comprises first-order degradation, adsorption, sedimentation, vertical diffusion in the sediment, dispersive mixing in the water, and water exchange with the surrounding sea. Experimental measurements of DEHP were made in the fjord water and sediment, in the wastewater treatment plant inlet and effluent, and in streams and atmospheric deposition. The experimental data are used to calibrate the model. The model results show that freshwater from streams is the predominant DEHP source to the fjord, followed by atmospheric deposition and effluents from wastewater treatment plants. Sedimentation is the predominant removal mechanism followed by water exchange with the sea and degradation.     

Assessing the water quality index of water treatment plant and bore wells, in Delhi, India

Water quality monitoring exercise was carried out with water quality index (WQI) method by using water characteristics data for bore wells and a water treatment plant in Delhi city from December 2006 to August 2007. The water treatment plant received surface water as raw water, and product water is supplied after treatment. The WQI is used to classify water quality as excellent, good, medium, bad, and very bad. The National Sanitation Foundation WQI procedure was used to calculate the WQI. The index ranges from 0 to 100, where 100 represents an excellent water quality condition. Water samples were collected monthly from a bore well in Nehru Camp (site 1), a bore well in Sanjay Gandhi pumping station (site 2), and water treatment plant in Haiderpur (site 3). Five parameters were analyzed, namely, nitrate, pH, total dissolved solids, turbidity, and temperature. We found that the WQI was around 73–80 in site 3, which corresponds to “good,” and it decreased to 54.32–60.19 and 59.93–70.63 in site 1 and site 2, respectively, indicating that these bore wells were classified as “medium” quality.     

北京某污水处理厂出水中药物和个人护理品的污染现状

通过两次采集北京某大型污水处理厂的水样,采用HPLC-MS技术对水样中的10种PPCPs进行分析.结果显示,进水口水样中PPCPs浓度为7122.92ng/L,其中咖啡因的检出浓度最高(4490.54ng/L),污水处理厂对咖啡因的去除率大于90％(浓度为78.01ng/L).与文献报道值比较发现,该污水处理厂出水水样中PPCPs的浓度与其他国家报道的浓度基本上处于同一数量级,但污水中PPCPs的去除率都普遍低于国际水平.因此,需加强对污水处理厂水样中PPCPs的监测,完善污水处理的工艺.     

应用有限体积法分析污染源排放对饮用水源的影响

根据南京市5家市政水厂水源保护区的污染源调查结果建立了长江南京段水动力和有限体积法水质数学模型,并结合各污染源的污染强度和排放规律,分析了枯水期在不同水文情况下,污染源排放对饮用水源地水质的影响.有限体积法的模拟结果与常规分析的监测结果均表明,水厂受污染程度为:上元门水厂＞北河口水厂＞城北水厂＞浦口水厂＞城南水厂.主要污染源为水量较大,且有一定污染的入江河流.     

闽江流域福州过境段水体病毒污染调查分析

自1998年11月至2000年4月,监测了闽江福州段病毒污染与水质状况。肠道病毒阳性率71 1%,平均病毒浓度5 33pfu L,植物病毒检出率32 2%,阳性率水样平均浓度0 3006枯斑 升,其中三个污染控制断面肠道内病毒阳性检出率及病毒浓度显著高于对照和消减断面,揭示闽江福州段水环境病毒污染水平同福州市内河生活污水排放有直接关系,而引水内河冲污工程的实施显然又加剧了闽江水病毒污染的程度,增加了饮用水的卫生微生物学危险性。而水体环境中的植物病毒对农业生产存在着潜在的威胁。     

Geochemical characterisation of pyrite oxidation and environmental problems related to release and transport of metals from a coal washing low-grade waste dump, Shahrood, northeast Iran

Pyrite oxidation and release of the oxidation products from a low-grade coal waste dump to stream, groundwater and soil was investigated by geochemical and hydrogeochemical techniques at Alborz Sharghi coal washing plant, Shahrood, northeast Iran. Hydrogeochemical analysis of water samples indicates that the metal concentrations in the stream waters were low. Moreover, the pH of the water showed no considerable change. The analysis of the stream water samples shows that except the physical changes, pyrite oxidation process within the coal washing waste dump has not affected the quality of the stream water. Water type was determined to be calcium sulphate. The results of the analysis of groundwater samples indicate that the pH varies from 7.41 to 7.51. The concentrations of the toxic metals were low. The concentration of SO4 is slightly above than its standard concentration in potable water. It seems that the groundwater less affected by the coal washing operation in the study area. Geochemical analysis of the sediment samples shows that Fe concentration decreases gradually downstream the waste dump with pH rising. SO(4) decreases rapidly downstream direction. Copper, Zn and Co concentrations decrease with distance from the waste dump due to a dilution effect by the mixing of uncontaminated sediments. These elements, in particular, Zn are considerably elevated in sediment sample collected at the nearest distance to the waste dump. There is no doubt that such investigations can help to develop an appropriate water remediation plan.     

基于磁性分离测定水样中的吲哚美辛

免疫磁性微球(SMPPA)应用于水样中吲哚美辛的分离富集,并应用高效液相色谱法对吲哚美辛进行测定。在优化的淋洗和洗脱条件下,70%甲醇和10%甲醇分别作为洗脱液和淋洗液,其回收率能达到90%。选择了湖水、河水、自来水、污水厂进口水以及医院排水为真实样品进行测定,其中湖水、河水、自来水3种真实水样中未能检测出吲哚美辛,污水厂进口水以及医院排水中吲哚美辛的含量分别为0.762、35.4 ng/m L。对这5种水进行加标回收吲哚美辛,加标回收率为92.7%~113%,RSD为1.09%~7.73%。该方法具有简便、快速、特异性等特点,能有效地分离富集水样中的目标物,对其他目标物具有广泛的实际应用价值。     

流域重点工业污染源识别特征成分谱建立技术

研究了基于生产排放全过程、多相、多类污染物并举的污染源识别特征成分谱建立技术。首先建立污染源排放完整图谱,包括原辅料、中间物质、产品、各工艺废水污染物、水处理设施进口和出口污染物等。然后从排放完整图谱中解析出特征污染物。对于废水中的常规污染物和金属污染物,采用与受纳水体浓度相比较的方式得到污染源识别特征污染物,建议将浓度超过受纳水体1倍的污染物定为特征污染物。对于有机污染物,将质量分数之和大于90%的污染物集定为特征有机污染物,并按照有机物类别进行分类。最后开发建立动态的水污染源排放数据库。应用该技术建立了石化行业典型企业的排放特征成分谱,发现这些特征组分具有很好的代表性,为水污染源的识别提供了基础数据。     

The occurrence of glyphosate, atrazine, and other pesticides in vernal pools and adjacent streams in Washington, DC, Maryland, Iowa, and Wyoming, 2005–2006

Vernal pools are sensitive environments that provide critical habitat for many species, including amphibians. These small water bodies are not always protected by pesticide label requirements for no-spray buffer zones, and the occurrence of pesticides in them is poorly documented. In this study, we investigated the occurrence of glyphosate, its primary degradation product aminomethylphosphonic acid, and additional pesticides in vernal pools and adjacent flowing waters. Most sampling sites were chosen to be in areas where glyphosate was being used either in production agriculture or for nonindigenous plant control. The four site locations were in otherwise protected areas (e.g., in a National Park). When possible, water samples were collected both before and after glyphosate application in 2005 and 2006. Twenty-eight pesticides or pesticide degradation products were detected in the study, and as many as 11 were identified in individual samples. Atrazine was detected most frequently and concentrations exceeded the freshwater aquatic life standard of 1.8 micrograms per liter (microg/l) in samples from Rands Ditch and Browns Ditch in DeSoto National Wildlife Refuge. Glyphosate was measured at the highest concentration (328 microg/l) in a sample from Riley Spring Pond in Rock Creek National Park. This concentration exceeded the freshwater aquatic life standard for glyphosate of 65 microg/l. Aminomethylphosphonic acid, triclopyr, and nicosulfuron also were detected at concentrations greater than 3.0 microg/l.     

Disinfection by-product formation potentials in wastewater effluents and their reductions in a wastewater treatment plant

Disinfection by-product formation potentials (DBPFPs) in wastewater effluents from eight wastewater treatment plants (WWTPs) were investigated. In addition, a WWTP with one primary effluent and two different biological treatment processes was selected for a comparative study. Formation potential tests were carried out to determine the levels of DBP precursors in wastewater. WWTPs that achieved better organic matter removal and nitrification tended to result in lower DBPFPs in effluents. For the WWTP with two processes, haloacetic acid, trihalomethane, and chloral hydrate precursors were predominant DBP precursors in the primary and secondary effluents. The percent reductions of haloacetonitrile and haloketone formation potentials averaged at 96% which was high in comparison to the reductions of other classes of DBPFPs. In addition, biological treatment changed the DBPFP speciation profile by lowering the HAAFP/THMFP ratio. The eight plant survey and the comparative analysis of the WWTP with two processes implied that besides nitrification, there may be other confounding factors impacting DBPFPs. Oxic and anoxic conditions, formation and degradation of soluble microbial products had impacts on the DBPFP reductions. This information can be used by water and wastewater professionals to better control wastewater-derived DBPs in downstream potable water supplies.