戊唑醇残留分析方法实验室内质量控制研究

文章确立了小麦、香蕉中戊唑醇残留检测方法,小麦样品加水10 mL用丙酮为萃取溶剂,石油醚液液分配,中性氧化铝柱层析净化,用气相色谱(GC-NPD)检测。香蕉样品加水5 mL用丙酮为萃取溶剂,石油醚液液分配,浓缩后用气相色谱(GC-NPD)检测。分别设置不同时间批次,同一批次间的平行样及实验室内人员分析,分别从方法灵敏度、方法准确度、方法精密度及其质量控制图、标准工作液的稳定性来探讨该方法的可靠性,结果表明该方法可以作为香蕉和小麦种戊唑醇残留检测的标准分析方法。     

Al13形态在混凝中的作用机制

从铝的水解形态转化角度考察了铝盐在高碱度和高有机物浓度水体中的混凝行为.结果表明,铝盐的混凝效能是与混凝过程中的Al₁₃含量成正比.高投药量时氯化铝(AlCl₃)既可以有效调节水体pH值又能在混凝过程中原位水解产生较多的Al₁₃形态,因而混凝效能要高于聚合氯化铝(PACl).在铝盐混凝中,调节pH值到6～7之间可以控制铝形态分布从而达到提高混凝效能和减少残留铝的目的.在调节pH值强化混凝的方法中使用传统铝盐的效果要好于无机高分子絮凝剂.     

不同种植方式蔬菜中农药残留的差异及污染控制研究

采集了陕西地区不同种植方式的瓜果类、叶菜类蔬菜样品,研究了其中各种农药的残留情况,并分析了农药残留对环境的污染及其控制措施。结果表明:露地种植蔬菜与设施种植蔬菜相比,无论是农药残留检出率还是超标率都略高,两者的农药残留检出率分别为42.0%、36.5%,超标率分别为12.0%、8.2%;叶菜类蔬菜与瓜果类蔬菜相比,无论是农药残留检出率还是超标率都较高,两者的农药残留检出率分别为52.6%、29.6%,超标率分别为17.3%、5.4%;设施种植的瓜果类蔬菜和叶菜类蔬菜的农药残留检出率基本接近,而叶菜类蔬菜的农药残留超标率明显高于瓜果类蔬菜,露地种植的叶菜类蔬菜的农药残留检出率和超标率都远高于瓜果类蔬菜;设施种植蔬菜与露地种植蔬菜相比,甲胺磷、对硫磷、甲基对硫磷、毒死蜱、三氟氯氰菊酯和氰戊菊酯的残留检出率更高;瓜果类蔬菜与叶菜类蔬菜相比,毒死蜱、甲氰菊酯、三氟氯氰菊酯、氰戊菊酯的残留检出率更高;叶菜类蔬菜的农药施用浓度较高,施用农药后要间隔一定时间后再上市销售,并应采用更科学的施药方式,以减少农药在蔬菜中的残留和降低对环境的危害;一方面要开发并积极倡导使用高效、低毒、低残留的无公害农药,另一方面则要开发能够高效、快速降解残留农药的物质,同时还要进行农产品的清洁生产,以提高农产品的安全性,并降低环境中农药的残留危害。     

基于生物稳定性的贮存水水质变化规律及消毒策略

通过对贮存水中可同化有机碳(AOC)、微生物再生长潜能(BRP)及细菌总数(HPC)等微生物指标变化规律的了解,探究饮用水贮存过程中细菌二次生长、生物稳定性下降等问题。结果表明:在贮存过程中,HPC呈现先上升后下降的趋势;而AOC及BRP则在贮存初期(2 d内)出现上升,后基本保持稳定。通过向贮存水中投加不同浓度的氯或氯胺,研究了不同种类、不同浓度的消毒剂对贮存水HPC的影响及其衰减速率的变化规律。结果表明:随着氯或氯胺初始投加量的增加,HPC开始增加及达到峰值所需时间延长,且HPC峰值下降;当氯或氯胺初始投加量达到1.0 mg·L~(-1)以上,贮存水中氯残留量0.05 mg·L~(-1)或氯胺残留量0.5 mg·L~(-1)时,即可保证贮存过程HPC100 CFU·mL~(-1)。与氯消毒相比,氯胺消毒剂的衰减速率更为缓慢,可长期维持贮存水中较高的消毒剂残留,进而控制贮存水中HPC处于相对较低的范围,更有利于保证贮存水生物的稳定性。     

北京夏季灰霾天臭氧近地层垂直分布与边界层结构分析

后奥运时期首都北京的空气质量被更加关注,尤其是对于灰霾天与光化学复合污染的状况,而近地层数百米高度内的大气污染物与大气物理参数垂直分布观测对于空气质量变化过程评估至关重要.因此,本研究于2009年8月1-16日,在北京市325 m气象塔进行了相应的立体观测,观测平台垂直分布在距离地面高度8、47、120和280 m四层中.同时,在近地面320 m高度以内,分15层分别观测了大气温度、湿度、风速、风向.另外,使用气溶胶后向散射云高仪观测了边界层2.5 km内气溶胶后向散射系数.利用垂直分层的O3数据与边界层物理观测数据并结合天气形势、后向轨迹模式等方法,综合分析了本次观测数据之间的相互关系和内在联系.结果表明:夏季西北部低压槽控制的北京区域不利于低空大气扩散,容易形成光化学污染叠加灰霾污染,污染形成时白天地面小时最大φ(O3)可达120×10-9,280 m高度处可达155×10-9;来自西北偏西的气流一般较为干净,有利于北京污染物的清除,而来自西南和偏南的气流使北京的O3污染加重,导致区域性高浓度O3污染;在稳定天气条件下,夜间残留层与地面的φ(O3)差别越大,次日光化学生成的φ(O3)起点越高,表明残留层O3在次日混合层抬升过程中卷夹到地面,影响地面空气质量;300 m以内的近地层,在50 m高度左右存在φ(O3)变化程度剧烈层,这是城市冠层界面与大气化学反应共同作用的结果.     

液相色谱法测定底泥中阿特拉津的不确定度评定

摘要：文章采用实验室内部的非标准方法《底泥中阿特拉津残留量的液相色谱测定方法》测定底泥中的阿特拉津残留量。通过对影响测定结果的不确定度分量的分析和量化,求出被测量的标准不确定度,给出各分量对测定结果不确定度的相对贡献,对测定结果进行了表述。对实际河道底泥样品中的阿特拉津残留量进行了测定,得到阿特拉津农药残留量的拓展不确定度为0．23ug/g,k=2。     

杭州地区果蔬农药残留认知及监测调查研究

为了解杭州市农药残留认知及检测监控现状。2012-2013年对杭州地区的果蔬农药残留相关概况进行了调查研究,内容包括问卷调查、实地观察统计、采样农残快速检测等。调查结果表明。杭州地区的蔬菜农残检测及监控处于一个良性发展的态势。     

Removal of phosphate from wastewater using alkaline residue

Alkaline residue(AR) was found to be an efficient adsorbent for phosphate removal from wastewater. The kinetic and equilibrium of phosphate removal were investigated to evaluate the performance of modified alkaline residue. After treatment by NaOH(AR-NaOH), removal performance was significantly improved, while removal performance was almost completely lost after treatment by HCl(AR-HCl). The kinetics of the removal process by all adsorbents was well characterized by the pseudo second-order model. The Langmuir model exhibited the best correlation for AR-HCl, while AR was effectively described by Freundlich model. Both models were well fitted to AR-NaOH. The maximum adsorption capacities calculated from Langmuir equation were in following manner: AR-NaOH AR AR-HCl. Phosphate removal by alkaline residue was pH dependent process. Mechanisms for phosphate removal mainly involved adsorption and precipitation, varied with equilibrium pH of solution. For AR-HCl, the acid equilibrium pH( 6.0) was unfavorable for the formation of Ca-P precipitate, with adsorption as the key mechanism for phosphate removal. In contrast, for AR and ARNaOH, precipitation was the dominant mechanism for phosphate removal, due to the incrase on pH( 8.0) after phosphate removal. The results of both XRD and SEM analysis confirmed CaHPO4·2H2O formation after phosphate removal by AR and AR-NaOH.     

Biostability in distribution systems in one city in southern China：Characteristics, modeling and control strategy

This study investigated the bacterial regrowth in drinking water distribution systems receiving finished water from an advanced drinking water treatment plant in one city in southem China. Thirteen nodes in two water supply zones with different aged pipelines were selected to monitor water temperature, dissolved oxygen （DO）, chloramine residual, assimilable organic carbon （AOC）, and heterotrophic plate counts （HPC）. Regression and principal component analyses indicated that HPC had a strong correlation with chloramine residual. Based on Chick-Watson＇s Law and the Monod equation, biostability curves under different conditions were developed to achieve the goal of HPC 100 CFU/mL. The biostability curves could interpret the scenario under various AOC concentrations and predict the required chloramine residual concentration under the condition of high AOC level. The simulation was also carded out to predict the scenario with a stricter HPC goal （≤50 CFU/mL） and determine the required chloramine residual. The biological regrowth control strategy was assessed using biostability curve analysis. The results indicated that maintaining high chloramine residual concentration was the most practical way to achieve the goal of HPC ≤ 100 CFU/mL. Biostability curves could be a very useful tool for biostability control in distribution systems. This work could provide some new insights towards biostability control in real distribution systems.