餐饮行业污水中磷的测定方法改进

测定污水中磷时,特别是餐饮行业污水,消解后浊度大,文章对利用活性炭脱色进行了实验研究.     

水中汞监测存在的问题与解决办法

利用中日合作 (JICA)项目资金 ,对测定地表水中汞存在的主要问题 ,如水样的保存和处理 ,水样的消解 ,测汞的冷原子吸收法和原子荧光法等进行了研究。通过对 33个环境监测站的样品考核 ,发现测定结果与标准值相比 ,偏高的数据达 75 %以上。提出了用 1%H2 SO4 和 0 1%K2 Cr2 O7保存水样最好 ;高锰酸钾 -过硫酸钾消解法适用于消解含有机物、悬浮物和组成复杂的废水样 ,高锰酸钾 -硫酸消解法适用于消解被有机物轻度污染的废水 ,溴酸钾 -溴化钾消解法适用于消解地表水和含较少有机物的生活污水及工业废水。研究表明 :尤以硫酸 -高锰酸钾 -过硫酸钾消解体系消解地表水和废水效果良好。对冷原子吸收法和原子荧光法中影响汞测定的因素 ,如空白值高、干扰物的消除、载气种类和流量、反应瓶体积和气液比以及反应时间等提出了详尽的解决方法     

微波消解预处理测定水和废水中总磷

提出一种用微波消解技术作为测定水和废水中总磷的预处理方法，这种消解方法只需10min即可，比用常规的高温高压消解法节省三分之一时间。用这身份种消解法对标样、地表水、海水、生活污水和工业废水样品进行了对比测定，所得结果经统计检验，两方法之间无显著性差异。对微波消解法的精密度和准确度进行了验证。     

土壤重金属含量测定不同消解方法比较研究

消解是影响土壤重金属测定结果准确性的关键步骤.比较电热板消解、微波消解和全自动石墨消解3种消解方法的操作流程,同时对不同类型土壤样品中Cu、Zn、Pb、Cd、Cr、Ni 6种元素含量进行对比测定,结果表明,电热板消解设备简单,但步骤繁锁,操作不当易造成组分损失;微波消解速度快,测定结果精密性和准确性较好,但仍需人工赶酸程序且罐位少,不适合大批量样品分析;全自动石墨消解不仅测定结果精密性和准确性较好,而且自动化程度高,可实现无人值守,大大节省人力,尤其适合大批量样品的分析.     

ASD-ICP-AES联用快速测定土壤中部分重金属

采用样品全自动消解系统(Automated Sample Digestion)对土壤样品进行前处理,采用ICP-AES对土样中的重金属元素一次性测定.通过优化实验,获得土壤中各种重金属的最佳消解条件.结果表明,经优化的消解程序A1能够快速、稳定消解土壤样品,并获得理想测试结果.经检验,ASD-ICP-AES联用的土样测...     

微波消解-氢化物发生原子荧光光谱法测定生活污水中的微量砷

采用硝酸-高氯酸微波消解水样,在盐酸介质中以硫脲-抗坏血酸处理样品,以硼氰化钾的氢氧化钠溶液为还原剂,氢化物发生原子荧光光谱法测定生活污水中的痕量砷.方法检出限＜0.02μg/L,精密度0.14%,加标回收率92%～108%,操作简单,结果准确,重现性好.     

复杂物质中总氟的分离与测定

将低温湿法消解和水蒸汽蒸馏相结合,使样品的消解及干扰物的分离在同一体系内完成,以氟离子选择性电极测定复杂物质中的总氟,避免了挥发、转移损失与沾污,结果准确、精密度好、回收率为99.95～110.3％,相对偏差为±1.48％。本法特别适宜于干扰因素多、来源复杂的环境样品中总氟的分离与测定。     

微波消解法测定污水中COD

试验了家用微波炉消解、快速测定污水中COD的方法,讨论了消解功率、消解时间、Cl-干扰等因素对测定的影响,确定了最佳试验条件.当消解功率为850 W、消解时间为5 min时,方法精密度和准确度良好,RSD≤5.3%,加标回收率为100%～102%,与标准回流法测定结果的相对误差＜5%.     

总氮测定中的一点体会

在总氮测定中消解时间不够或高压锅压力不足 ,均会造成过硫酸钾分解不完全 ,从而导致空白吸光度偏高 ,标准曲线线性和结果重现性差。 ( 1 )样品消解 1 0、2 0、30、40 min,2 2 0 nm处的空白吸光度分别为 0 .378、0 .0 35、0 .0 1 5、0 .0 1 4,故样品至少需消解 30 min。 ( 2 )用家用高压锅消解样品 ,稍有漏气 ,消解 30 min,2 2 0 nm处的空白吸光度在0 .2 30～ 0 .874之间 ,空白吸光度高 (有时高于祥品吸光度 )且波动性大。不漏气情况下的空白吸光度在 0 .0 1 5左右 ,波动性小。因此消解时要注意观察高压锅是否漏气总氮测定中的一点体会@赵多…     

微波消解-分光光度法测定土壤中的全硼

研究了分光光度法测定土壤中的全硼时样品的微波消解方法.建立了合理的分析步骤.进行了微波消解条件的选择及测定结果精密度、准确度实验.实验结果为:消解完全仅需25min,相对标准偏差7.6%,其方法的加标回收率为98.4%～112%.结果表明,微波消解-分光光度法测定土壤中的全硼是一种快速、准确且低环境污染的方法.     

城市垃圾填埋场渗滤液中污染物检测与分析

垃圾渗滤液水质复杂,危害性大,对其无害化处理尚未得到很好解决。溶解性有机物(DOM)是导致渗滤液处理难以达标的主导性污染物。采用GC-MS技术可将渗滤液中DOM标识划分为亲水性和疏水性两类物质,为DOM的针对性处理提供了新的思路。采用ICP-AES从渗滤液中检测出美国环境保护局颁布的13种优先污染重金属中的11种,其含量大幅超标。废弃的电子材料、颜料涂料、电池以及药物等物质的不分类收集是导致渗滤液中重金属浓度超标、毒性增强的主要原因。在垃圾渗滤液处理领域,认为BOD5/COD小于0.3就不可以采用生物法处理的传统观点已经不符合实验与工程现实。通过检测与分析,掌握了垃圾渗滤液的水质特性与污染源头,能够为制定切实可行的处理方案提供借鉴。     

Characterization of the Leachate in an Urban Landfill by Physicochemical Analysis and Solid Phase Microextraction-GC/MS

The aim of this study is to evaluate extensively the characterization and identification of major pollutant parameters by paying attention to the organic chemical pollution for unregulated dumping site leachate in Eskişehir/Turkey. The study that is first and only one research has been very important data related with before new sanitary landfill site in Eskişehir city. For this purpose, in this study leachate samples were collected in-situ at monthly interval for a period of 8 months. Firstly, thirty three physicochemical parameters were monitored. Secondly, SPME technique was used for identification of organic pollutants. Meteorological data were also recorded for the same sampling period to correlate meteorological data and physicochemical parameters. Mean values are used in the correlation analysis. Correlation is shown only for the relationship between air temperature and NO₃ ⁻. No correlation has been found between rain and leachate quality parameters since the amount of rain was very low during the sampling period. However, analysis results were generally decreased in winter season when each parameter and each sampling point are examined separately. According to correlation between every parameter, especially solid content and dissolved oxygen concentration of leachate is affecting to other parameters. Also, sodium and potassium are changing proportionally with same parameters (suspended solids, fixed solids, dissolved oxygen) and high correlation between chloride and heavy metal concentration is showing. The results were statistically evaluated by use of SPSS 10.0 program. Second part of the study, the leachate was extracted by Solid Phase Microextraction (SPME) technique and then analyzed. Of the methodologies tested in this study, the best one selected was based on 100 μ m polydimethylsiloxane coated fiber (PDMS), headspace with heating (Δ HS) sampling mode and an extraction time of 15 min. at a temperature of 50 ^o C. Thirty three organic compounds in leachate were identified by GC/MS.     

Indexing method for assessment of pollution potential of leachate from non-engineered landfill sites and its effect on ground water quality

Dumping of solid waste in a non-engineered landfill site often leads to contamination of ground water due to leachate percolation into ground water. The present paper assesses the pollution potential of leachate generated from three non-engineered landfill sites located in the Tricity region (one each in cities of Chandigarh, Mohali and Panchkula) of Northern India and its possible effects of contamination of groundwater. Analysis of physico-chemical properties of leachate from all the three landfill sites and the surrounding groundwater samples from five different downwind distances from each of the landfill sites were collected and tested to determine the leachate pollution index (LPI) and the water quality index (WQI). The Leachate Pollution Index values of 26.1, 27 and 27.8 respectively for landfill sites of Chandigarh (CHD), Mohali (MOH) and Panchkula (PKL) cities showed that the leachate generated are contaminated. The average pH values of the leachate samples over the sampling period (9.2 for CHD, 8.97 for MOH and 8.9 for PKL) show an alkaline nature indicating that all the three landfill sites could be classified as mature to old stage. The WQI calculated over the different downwind distances from the contamination sites showed that the quality of the groundwater improved with an increase in the downwind distance. Principal component analysis (PCA) carried out established major components mainly from natural and anthropogenic sources with cumulative variance of 88% for Chandigarh, 87.1% for Mohali and 87.8% for Panchkula. Hierarchical cluster analysis (HCA) identifies three distinct cluster types for the groundwater samples. These clusters corresponds to a relatively low pollution, moderate pollution and high pollution regions. It is suggested that all the three non-engineered landfill sites be converted to engineered landfill sites to prevent groundwater contamination and also new sites be considered for construction of these engineered landfill sites as the present dumpsites are nearing the end of their lifespan capacity.     

Toxicity Testing of Leachate from Waste Landfills Using Medaka (Oryzias Latipes) for Monitoring Environmental Safety

To investigate the environmental safety of waste disposal landfill sites and of land reclaimed from such sites, we evaluated the toxicity of leachate from these sites by a combination of bioassays in the Japanese killifish medaka Oryzias latipes. We tested for lethal toxicity in adult and larval medaka and for hatching inhibition of embryos from eggs. As biochemical evidence of the effects of leachate exposure, CYP1A (EROD activity) and vitellogenin (Vtg) were induced. We also bioassayed water-treated leachate and downstream river water. Leachate solution was lethal to larval and adult medaka. Embryo hatchability was inhibited, and abnormal hatching, spinal deformity and anisophthalmia occurred in embryos exposed to leachate solution. CYP1A was induced by exposure to leachate solution diluted to 1.0%, and EROD activity was significantly higher than in control. Vtg and unknown proteins were induced in the sera of male medaka exposed to the diluted leachate solution. Conventional water treatments worked effectively to remove toxic compounds but did not work well to remove element ions, including heavy metals. Treated leachate produced neither lethal toxicity nor hatching abnormalities during the exposure period. Fish toxicity tests for leachate would be useful for monitoring the environmental safety of landfill sites.     

北京市废弃物处理温室气体排放特征

基于《2006年IPCC国家温室气体清单指南》推荐的方法,结合《省级温室气体清单编制指南（试行）》和《城市温室气体核算工具指南》的部分数据与核算范围,针对固体废弃物填埋、焚烧和废水处理等过程,核算了北京市2005-2014年废弃物处理过程中温室气体总排放量。结果表明：2005-2014年北京市废弃物处理过程温室气体总排放量呈逐渐上升趋势,2014年温室气体总排放量比2005年增长98%。10年间,固体废弃物填埋过程一直是最主要的温室气体排放源,到2014年排放量达到最大,为416.3×10⁴t二氧化碳当量（CO₂e）。废弃物填埋、废水处理和废弃物焚烧过程占总排放量的比例分别为78.5%（CO₂e质量分数,下同）、13.5%和8%。结合已有研究,系统优化国内7个典型城市废弃物处理温室气体排放因子,核算7个城市排放情况,并对比分析了北京市排放情况。     

多波长法用于减小浊度对水源水中甲醛测定结果的影响

比较了减小水样浊度对样品结果影响的各种方法,包括过滤法、双波长法、三波长法,3种方法均基于乙酰丙酮分光光度法,测定波长均为414 nm。结果表明,以480 nm为参比波长的双波长法所得方法检出限为0.027 mg/L,采用470 nm与360 nm、460 nm与370 nm、450 nm与380 nm 3对参比波长的三波长法测得方法检出限为0.025~0.028 mg/L,这些方法用于检测0.100 mg/L标准点样品时,检测结果 RSD介于8.0%~8.6%。双波长法适合低浊度样品的直接分析,而浊度较高或双波长法测得结果大于方法检出限时,应采用三波长法进行定量分析,他们的使用有助于提高方法的准确度及减少工作量。用于地表水样品分析时,0.200、0.400 mg/L加标样品的回收率介于90.3%~101%,对应RSD介于0.0%~4.2%。     

多元线性回归pH滴定同时测定垃圾渗滤液中重金属浓度

垃圾渗滤液中的高浓度重金属离子严重抑止了废水生化处理过程中微生物的生长与代谢。通过建立多元线性回归模型,结合pH络合滴定方法,实现了同时测定垃圾渗滤液中络合稳定常数极为接近的多种重金属离子浓度。该方法操作简便,准确可靠,适用于大批量相同组成试样的分析。     

A bench-scale rock-plant filter investigation

Three bench-scale rock filters containing 0.6 m of gravel were used in this investigation. Two of the filters were planted withSagittaria Iancifolia andScirpus validus, while the third filter was an unvegetated control filter. The wastewater directed through these systems was a synthetic mixture containing nutrient broth as the carbon source. An 80-day experiment was run on the filters using eight combinations of two flow rates and four influent biochemical oxygen demand (BOD₅) concentrations, each combination remaining constant for ten days. These combinations resulted in BOD₅ surface loadings from 4.63–30.96 g/day/m². From other studies of batch and continuous flow rock-plant filter systems, the first-order BOD₅ reaction rate constant was found to decrease exponentially with detention time. In this study, however, little correlation was found between BOD₅ loading rate and removal percentages, which averaged 69%, 57%, and 47% for theScirpus, Sagittaria, and control systems, respectively. This is probably due to the relatively small change in detention times studied and the short time period of each loading rate. Oxidation/reduction potential (ORP) and dissolved oxygen (DO) measurements within these systems indicated that no free oxygen was available at any depth. Total Kjeldahl nitrogen (TKN) removal was higher in the plant systems relative to the control, with theScirpus system achieving a higher overall removal than theSagittaria system.     

Polybrominated diphenyl ethers (PBDEs) and 2,2′,4,4′,5,5′-hexabromobiphenyl (BB-153) in landfill leachate in Cape Town, South Africa

An assessment of the concentrations of selected polybrominated diphenyl ether (PBDE) congeners as well as BB 153 in leachate samples collected from three landfill sites within the city of Cape Town was conducted. A liquid–liquid extraction technique was employed for the isolation of all the target compounds from the leachate samples. Extracts obtained were further subjected to multi-layer column chromatography employing different forms of silica gel. The prepared samples were analysed using a high capillary gas chromatograph equipped with a micro-electron capture detector (GC-μECD). The overall mean concentrations of the total PBDEs, including BDE 209 ranged between 5.65 and 2,240, 0.28–20.5 and 1.66–1,170 ng/l for Bellville, Coastal Park, and Vissershok landfill sites, respectively. The mean concentrations of BB 153, which were generally low in most of the samples analysed, were 70.4, 7.14 and 8.16 ng/l for Bellville, Coastal Park and Vissershok sites, respectively. The influence of precipitation on the characteristics and quantity of leachate produced from the landfill sites investigated was most pronounced during the August/September sampling regime. Generally, the trend observed in this study clearly indicated a wide variation in the levels of these contaminants in all the landfill sites studied from one sampling period to the other. However, the principal component analysis revealed that the release of these contaminants might be associated with two or three possible sources. This study further confirmed the relevance of landfill leachate as an important source of PBDE contamination of the environment, especially the groundwater and surface water sources.     

The use of isotopes to identify landfill gas effects on groundwater

An evaluation of the source of volatile organic compounds in groundwater samples was performed at a landfill in southern California. The 3H (tritium) content of the water in leachate and water from the gas-collection system (condensed water and entrained water droplets) and the delta 13C and 14C content of the inorganic carbon in landfill gas CO2, leachate, and gas-collection system water were used to characterize the dissolved inorganic carbon (DIC) inside the landfill, while the same parameters were monitored in groundwater samples from affected monitoring wells and an unaffected well. Tritium levels from leachate and gas-collection system condensate ranged from approximately 2000 TU to over 4000 TU, orders of magnitude higher than unaffected groundwater. The average 14C content of DIC in the landfill pore-water samples was 121 pMC and the 14C content of unaffected groundwater DIC was 93 pMC, while the 14C content of the dissolved inorganic carbon in groundwater with VOC detections ranged from 105 to 119 pMC. The delta 13C of DIC in pore water was consistently above 0 per thousand and the delta 13C of unaffected groundwater DIC was -20.3 per thousand, while the delta 13C of DIC in affected groundwater samples was increased from -17.3 to -13.2 per thousand. The increases in both delta 13C and 14C in landfill gas-impacted groundwater DIC generally correlated with the number of volatile organic compounds detected and their concentrations. Based on the tritium and DIC 14C levels in leachate and water from the gas-collection system compared to those of unaffected water, significant increases in the tritium content of the water would be expected to accompany VOC detections and increases in delta 13C and 14C caused by landfill water. The results rule out landfill water as the VOC source, leaving landfill gas as the source. The identities and concentrations of the specific VOCs in affected groundwater samples varied among wells as well as between two leachate samples, ruling out the use of a VOC "fingerprint" for leachate or landfill gas to be compared to groundwater VOC concentrations.