乌鲁木齐表层土壤中氟元素的分布特征

研究了乌鲁木齐市不同功能区表层土壤中水溶性氟（Ws-F）的含量。结果表明：土壤Ws-F平均含量为5.36 mg/kg,变幅为1.55~12.53 mg/kg。其中,工业区（7.13 mg/kg）〉绿化区（5.73 mg/kg）〉商业区（5.71 mg/kg）〉居民区（4.93 mg/kg）〉农业区（3.08 mg/kg）。乌鲁木齐市土壤中Ws-F含量已高于我国地氟病发生区表层土壤Ws-F的平均值（2.50 mg/kg）,应引起有关部门的高度重视。     

利用发光细菌测定水体的生物毒性

利用发光细菌测定水体的生物毒性苏君（乌鲁木齐市环境科研监测中心站８３００００）明亮发光杆菌（ＰｈｏｔｏｂａｃｔｅｒｉｕｍＰｈｏｓｐｈｏｒｅｕｍ）Ｔ３变种（以下简称Ｔ３菌）的生物毒性测定方法，是依据有生物毒性的有机、无机污染物对Ｔ３菌荧光酶的敏感性制定...     

大气连续自动采样中的质量保证

大气连续自动采样中的质量保证赵柳生（乌鲁木齐市环境科研监测中心站８３００００）在大气环境监测中的质量保证工作，由于监测手段，方法及气体的特性，决定了它较水质监测的质量保证有较大的难度。《环境监测技术规范》（简称规范）主要针对实验室内的操作提出了大气监...     

寻求解决乌鲁木齐市空气污染的途径

针对乌鲁木齐市最突出的环境问题——冬季采暖期空气污染，从主客观二方面进行了原因分析，并结合“十一五”和2020年环境保护目标，从7个方面分析论述了解决乌鲁木齐市空气污染的途径，使多年困扰乌鲁木齐市的空气污染问题有望从根本上得到解决。     

降水的化学特征研究

降水的化学特征研究张宁（甘肃省环境监测中心站，兰州７３００３０）吴仁铭（甘肃省环境保护局）本研究自１９９０年１月至］９９１年１月间（逢雨、雪必测），全年共取得降水样品１１４个（降水量＞０．１５ｍｍ）。用离子色谱（ＩＣ）法对每个样品中的８种无机阴离子、...     

大气污染物中痕量元素测定的几种方法比较

工业的发展,各类工矿企业,例如,冶炼厂、制革厂等,以及家庭取暖设备,会把大量的污染物质排放到空气中,或者沉积在土壤和水中.首先引起环境工作者关心的是有关这些污染物质的特性,含量及其去向等问题。因为这些污染物质对空气、水和土壤的污染,会直接构成对各种生物生存的威胁,以至酿成生态危机.因此,人们越来越重视对大气颗粒物、雨、雪这些沉降物中的重金属及其它元素的检     

新疆环境监测能力建设再获国家两千余万元资助

2009年年底，中央财政再次划拨专项资金2945万元用于资助新疆各级环境监测站的监测能力建设。资助项目包括环境监测站标准化建设（697万元）、环保重点城市饮用水源地水质全分析监测能力建设（1723万元）、边境河流水质监测能力建设（525万元），资助对象涉及新疆环境监测总站，乌鲁木齐市、克拉玛依市2个环保重点城市环境监测站，伊犁、塔城、阿勒泰等5个边境地州环境监测站，以及伊宁市、阜康市、库尔勒市等16个县市级环境监测站。     

乌鲁木齐市可吸入颗粒物(PM10)与总悬浮颗粒物(TSP)的相关性规律浅析

通过对乌鲁木齐市的PM10和TSP数据的对比分析，找出PM10在TSP中所占比率（分担率）在采暖季和非采暖季的变化范围，从而使过去采集的TSP数据与PM10数据有一定的可比性，保证监测数据的连续可比。     

全国噪声标准及测量方法技术培训班圆满结束

全国噪声标准及测量方法技术培训班（第一期）于2006年9月16-18日在乌鲁木齐市举办。此次培训班由中国环境监测总站主办，新疆环境监测中心站承办。来自全国29个省市环境监测站的110人参加了此次培训。     

乌鲁木齐市降水酸度及化学特征的初步研究

降水酸度和离子平衡研究结果表明,乌鲁木齐市降水为非酸性雨,但其PH值有较明显的季节变化,降水中的SO_4~(2-)、Ca~(2+)、和NH_4~+是影响酸度的关键离子,与其他地区相比,乌鲁木齐市降水中的Ca~(2+)浓度是酸雨区(贵阳、重庆)平均值的3.50倍,是非酸雨区(北京、天津)平均值的1.86倍。可见,乌鲁木齐市降水酸度的高低,不仅取决于酸性离子浓度,而且更重要的是取决于碱性离子浓度。     

Origin and spatial–temporal distribution of faecal bacteria in a bay of Lake Geneva, Switzerland

The origin and distribution of microbial contamination in Lake Geneva's most polluted bay were assessed using faecal indicator bacteria (FIB). The lake is used as drinking water, for recreation and fishing. During 1 year, water samples were taken at 23 points in the bay and three contamination sources: a wastewater treatment plant (WWTP), a river and a storm water outlet. Analyses included Escherichia coli, enterococci (ENT), total coliforms (TC), and heterotrophic plate counts (HPC). E. coli input flux rates from the WWTP can reach 2.5 x 10(10) CFU/s; those from the river are one to three orders of magnitude lower. Different pathogenic Salmonella serotypes were identified in water from these sources. FIB levels in the bay are highly variable. Results demonstrate that (1) the WWTP outlet at 30 m depth impacts near-surface water quality during holomixis in winter; (2) when the lake is stratified, the effluent water is generally trapped below the thermocline; (3) during major floods, upwelling across the thermocline may occur; (4) the river permanently contributes to contamination, mainly near the river mouth and during floods, when the storm water outlet contributes additionally; (5) the lowest FIB levels in the near-surface water occur during low-flow periods in the bathing season.     

Environmental impact of coal washery and Damodar River water on the morphometry and biochemical changes of maize (Zea mays L.) and soil health

Enormous quantity of water is used for coal beneficiation and accordingly huge amount of effluents are being generated. In this study an attempt was made to evaluate the potential of this effluent water for irrigation. Water samples were collected from three different points (a) feeding point, (b) thickening point, and (c) outlet point of coal washery, and from Damodar River for monitoring the water quality. The samples were analyzed for various parameters and compared with prescribed standard, which revealed that the total suspended solids of thickening point and Damodar River were higher. A pot experiment with maize was conducted to study the suitability of this coal washery water for irrigation. Pots were irrigated with water from the three points of washery and Damodar River in two concentrations (100% and 50% dilution with distilled water); pure distilled water was used for control. There was 100% germination in all the treatments. The plant growth, chlorophyll content and soil quality parameters were significantly better in washery and Damodar River water treated pots. The Damodar River water and washery water from feeding and outlet point could be successfully used for irrigation. In general mixing with good quality water has shown better results.     

河流水质监测控制断面设置探讨

对河流水质监测控制断面设置的基本理论和方法进行了探讨。根据河流的控制断面应设在排放口的下游 ,污染物与河水能较充分混合处的原则 ,提出了河流水质监测控制断面的计算公式 :x =0 313uB2 /Ey ,以及其他有关河流水质监测断面设置中应注意的问题     

化学絮凝-气浮工艺在处理高浓度CTMP制浆造纸废水中的应用

叙述了化学絮凝--气浮处理高浓度CTMP制浆造纸废水工艺及其二段废水排放.实际运行表明,该工艺处理效率高,出水水质稳定,二段废水进入龙岩市污水处理厂与城市生活污水混合,集中处理后达标排放,取得了较好的社会效益和经济效益.     

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.     

基于GIS空间插值方法的长湖水质评价

通过对各插值方法选择后取反距离加权法与克立格法对长湖的污染现状进行分析,结果表明大部分水域水质处于Ⅴ类和劣Ⅴ类,只有主要出水口习家口和刘岺闸附近的部分水域的水质可以达到Ⅳ类水质标准.同时发现反距离加权法与克立格法均具有较高的精度,但克立格法优于反距离加权法,这两种方法评价湖泊水质都能取得比较好的效果.     

淡水发光菌对工业废水的生物毒性研究

发光菌作为指示生物用于污染源水体的生物毒性测定具有快速、灵敏、低廉等优点,现已广泛用于环境毒物综合急性毒性测定、筛查、监测及特异毒物监测中.文章利用淡水发光菌Q67对东北地区各行业典型企业的出水口进行急性毒性试验,同时结合化学指标进行了综合评估,试验结果表明:急性毒性试验和化学指标并非在任何水体都相关,但急性毒性试验是化学试验的必要补充.     

Determination of volatile organic compounds pollution sources in malaysian drinking water using multivariate analysis

A field investigation was conducted at all water treatment plants throughout 11 states and Federal Territory in Peninsular Malaysia. The sampling points in this study include treatment plant operation, service reservoir outlet and auxiliary outlet point at the water pipelines. Analysis was performed by solid phase micro-extraction technique with a 100 μm polydimethylsiloxane fibre using gas chromatography with mass spectrometry detection to analyse 54 volatile organic compounds (VOCs) of different chemical families in drinking water. The concentration of VOCs ranged from undetectable to 230.2 μg/l. Among all of the VOCs species, chloroform has the highest concentration and was detected in all drinking water samples. Average concentrations of total trihalomethanes (THMs) were almost similar among all states which were in the range of 28.4--33.0 μg/l. Apart from THMs, other abundant compounds detected were cis and trans-1,2-dichloroethylene, trichloroethylene, 1,2-dibromoethane, benzene, toluene, ethylbenzene, chlorobenzene, 1,4-dichlorobenzene and 1,2-dichloro - benzene. Principal component analysis (PCA) with the aid of varimax rotation, and parallel factor analysis (PARAFAC) method were used to statistically verify the correlation between VOCs and the source of pollution. The multivariate analysis pointed out that the maintenance of auxiliary pipelines in the distribution systems is vital as it can become significant point source pollution to Malaysian drinking water.     

Trihalomethane formation potential in treated water supplies in urban metro city

Trihalomethane (THM) formation potential (TFP) is very useful test to assess the level of the formation of trihalomethanes in worst case scenario. Organics in water have the potential to generate harmful disinfection by-products (DBPs) such as THMs, as a result of their reaction with disinfectant chlorine used in drinking water. DBPs are increasingly recognized as cancerous agents. TFP of postchlorinated treated water were investigated at six water treatment plants (WTPs) in Delhi City (India). The present paper presents the current trends of TFP so that prevention and control measures can be initiated by the regulating agencies responsible for drinking water supply. Liquid–liquid extraction method, followed by qualitative and quantitative estimation by gas chromatograph equipped with electron capture detector, had been used for the determination of THMs in water samples collected at the outlet just before supplying to the consumers during 2000–2007. The TFP values from 2004 onward of all WTPs did not exceed the WHO guideline value of ≤1.     

Characterization and statistical modeling of bacterial (Escherichia coli) outflows from watersheds that discharge into southern Lake Michigan

Two watersheds in northwestern Indiana were selected for detailed monitoring of bacterially contaminated discharges (Escherichia coli) into Lake Michigan. A large watershed that drains an urbanized area with treatment plants that release raw sewage during storms discharges into Lake Michigan at the outlet of Burns Ditch. A small watershed drains part of the Great Marsh, a wetland complex that has been disrupted by ditching and limited residential development, at the outlet of Derby Ditch. Monitoring at the outlet of Burns Ditch in 1999 and 2000 indicated that E. coli concentrations vary over two orders of magnitude during storms. During one storm, sewage overflows caused concentrations to increase to more than 10,000 cfu/100 mL for several hours. Monitoring at Derby Ditch from 1997 to 2000 also indicated that E. coli concentrations increase during storms with the highest concentrations generally occurring during rising streamflow. Multiple regression analysis indicated that 60% of the variability in measured outflows of E. coli from Derby Ditch (n = 88) could be accounted for by a model that utilizes continuously measured rainfall, stream discharge, soil temperature and depth to water table in the Great Marsh. A similar analysis indicated that 90% of the variability in measured E. coli concentrations at the outlet of Burns Ditch (n = 43) during storms could be accounted for by a combination of continuously measured water-quality variables including nitrate and ammonium. These models, which utilize data that can be collected on a real-time basis, could form part of an Early Warning System for predicting beach closures.