纯二氧化氯的制备及其检测方法

报道了一种价格低廉的纯二氧化氯的制备方法，并根据二氧化氯制备过程中产生气体的特点，提出了针对发生过程的氯气。二氧化氯含量的检测方法。     

NaOH溶液吸收分样测定污染源废气中的氯气和氯化氢

用NaOH溶液吸收后再分样用滴定法来测定污染源废气中氯化氢和氯气的结果和分别采样并用硫氰酸汞分光光度法测定氯化氢、甲基橙分光光度法测定氯气的结果一致，该方法大大减少了环境监测的采样、分析和清洗的工作量，减少了实验室的污染物产生，有利于保护监测人员的身体健康，提高了工作效率．     

测定高氯化工废水COD方法的对比与分析

采用氯气校正法和碘化钾-碱性高锰酸钾法分别测定高氯废水的COD值。从测定原理、消除效果及适用范围等方面对两种标准方法进行了对比,并对选出的适用方法进行了实践应用。结果表明氯气校正法可以有效地消除氯离子的干扰,可获得较为准确的COD测定值。     

氯气检测管的研制

经过条件优化试验，研制出氯气检测管。检测管显色长度与氯气浓度呈线性相关，对氯气标气7次测定的变异系数为13．8％，平均相对误差为5．2％，小于15％；一次测定最大相对误差为20％，小于25％，符合国家标准GB7230－87的要求。与化学法比较，2种方法测试结果无显著性差异。干扰物有溴和氯化氢气体以及高浓度二氧化氮。检测管寿命为1a。     

膜分离紫外快速测定二氧化氯的研究

就膜分离紫外法快速测定二氧化氯作了一些探索。在最佳的实验条件下 ,当分离装置长度为 1 m时 ,选用合适的分析程序 ,测定环境样品中二氧化氯所需的时间为 5 5～ 70 min。     

膜分离紫外光度法连续测定二氧化氯的应用

利用 Cl O2 能透过微孔性聚四氟乙烯膜 (PTFE)而制成 Cl O2 连续流动分离装置 ,建立了膜分离紫外光度法连续测定二氧化氯的测试方法。用此方法测定江苏某水厂净水流程线上各采样点的二氧化氯浓度 ,并对测定结果进行显著性检验 ,确定当水中二氧化氯浓度大于或等于 0 .0 8mg/ L时 ,此方法与美国 Vulcan公司推荐的连续碘量法无显著性差异     

环境空气中氯气测定方法的探讨

HJ/T 30-1999《固定污染源排气中氯气的测定甲基橙分光光度法》适用于固定污染源有组织排放和无组织排放的氯气测定。然而在测定实际样品中发现,当测定环境空气及无组织的氯气时标准方法的测定下限偏高,会造成分析环境空气中的氯气样品一检出就超标的现象。实验对标准方法中标准曲线绘制、溴酸钾标准使用液的浓度、甲基橙吸收使用液配置浓度作了适当改进,结果表明,所得标准曲线线性关系较好,准确度和精密度均高,当采样体积为30L时,检出限能达到0.006mg/m3,定量测定下限为0.0198 mg/m3。     

二氧化氯的稳定性及储存方法研究

研究了在常规条件下酸碱度，温度及光照条件等因素对纯二氧化氯溶液稳定性的影响，提出了在不投加化学稳定剂情况下如何储备二氧化氯，从而使二氧化氯在水处理工艺和医疗卫生中的广泛利用成为可能。     

一步法测定污染源废气中氯气和氯化氢

一步法测定污染源废气中氯气和氯化氢王新文（甘肃省白银公司铅锌厂，白银７３０９００）采样后将两个吸收瓶的吸收液合并，再加吸收液至１２５ｍｌ。先取２５ｍｌ吸收液移入碘量瓶，用碘量法测氯气。再取２５ｍｌ吸收液用硝酸银容量法分析总氯化氢。计算公式为：ＣＣｌ２...     

荧光素分光光度法测定水中痕量二氧化氯

在pH10.5NH4Cl-NH3缓冲溶液中,荧光素在490nm处有一最大吸收峰。当加入二氧化氯后,其吸收峰降低,在490nm波长处的吸光度降低值与二氧化氯浓度在0.10～4.0μgml范围成良好线性关系,检出限(3σ)为0.04μgmlClO2。据此建立了一个灵敏简便、快速准确,选择性测定痕量二氧化氯含量的分光光度法,用于水样分析,结果满意。     

利用二氧化氯复合消毒剂处理医院污水

在实验研究基础上,成功利用二氧化氯复合消毒剂处理医院污水。处理结果证明该工艺具有处理效果好、运行稳定、费用低、可操作性强等优点。     

Monitoring the Trihalomethanes Present in Water After Treatment with Chlorine Under Laboratory Condition

In this work assays involving chlorinated water samples, which were previous spiked with humic substances or algae blue green and following the production of the THMs for 30 days is described. To implement the assays, five portions of 1,000 ml of water were stored in glass bottles. The water samples were treated with solutions containing 2, 3, 4 and 5 mg l⁻¹ chlorine. The samples aliquots (60 ml) were transferred into the glass vials, 10 ml were removed to have a headspace and 100 μl of the 10 mg l⁻¹ pentafluortoluene bromide solution was added to each vial. The extraction step was performed by adding 10 g of Na₂SO₄ followed by 5 ml of n-pentane. The vials were stopped with a TFE-faced septum and sealed with aluminum caps. The generated THMs were determined by gas chromatography with electron capture detector using reference solutions with concentration ranging from 8 to 120 μg l⁻¹ THMs. Three assays were monitored during 30 days and chloroform was the predominant compound found in the water samples, while other species of THMs were not detected. The results showed that when the chlorine concentration was increased in water samples containing algae the concentration of THM varied randomly. Nevertheless, in water samples containing humic substances the increase of the THM concentration presented a relationship with the chlorine concentration. It was also observed that chloroform concentration increased with the elapsed time up to one and six days to water samples spiked with humic substances and algae blue green, respectively and decreased along 30 days. By other hand, assays performed using water samples containing decanted algae material showed that THM was not generated by the chlorine addition.     

离子色谱法测定空气中氟化氢氯化氢和硫酸

以多孔玻板吸收管采样,采用离子色谱法同时测定作业场所空气中的氟化氢、氯化氢和硫酸,采样效率>92%。氟化氢在0 mg/L～2.00 mg/L、氯化氢在0 mg/L～2.50 mg/L、硫酸在0 mg/L～4.00 mg/L范围内线性良好,检出限分别为0.003 mg/m3、0.02 mg/m3、0.023 mg/m3(按采样体积60 L计),标准溶液平行测定的RSD≤8.0%,两个质量浓度水平加标的平均回收率为92.6%～106%。     

液氯意外泄漏的应急监测

介绍了京沪高速“3.29”液氯意外泄漏污染事故的应急监测中正确确立气、土、水、植物等环境介质作为监测对象,科学确定氯、氯化氢为监测因子,并因事制宜科学地选择监测方法,为事故处理指挥部迅速正确处理事故提供了优质快速的技术支持。     

测定游离氯和总氯样品保存方法研究

建立了游离氯和总氯样品保存方法。用氢氧化钠溶液作为固定剂,现场固定含有游离氯和总氯的水样,使水样pH>12。结果表明,样品经4℃低温避光保存,5 d内测定,测量结果没有显著变化,方法检出限(以Cl2计)为0.004mg/L,加标回收率为96.7%～104%。     

Chlorine emission during the chlorination of water – case study

This paper deals with the incident of the excessive use of chlorine and leakage of unused chlorine from an industrial chlorination cistern and the lesson learned.     

选择双波长分光光度法测定水中余氯

余氯在pH6.5条件下与PADA发生显色反应,本文根据稳定悬浮颗粒对光的吸收行为研究选择波长测定水体中余氯,实验证明在450～515nm波长范围内任意选择两波长比色按照推导公式和模型计算余氯浓度,测定方便结果准确,且计算模型稳定,几乎不受操作环境影响。适合于废水和天然水的监测。     

水中二氧化氯,氯,亚氯酸根和氯酸根区分测定法

为了保护人类健康制定卫生规范,同时为ＣｌＯ２的研究和应用提供基础手段,必须要建立一种能准确区分测定水中ＣｌＯ２,Ｃｌ２,ＣｌＯ＾－１２,ＣｌＯ＾－３浓度的方法。回顾了现有水中ＣｌＯ２,Ｃｌ２,ＣｌＯ＾－２和ＣｌＯ＾－３的区分测定方法,评述了各种测定方法的优缺点和适用性,指出了目前在区分测定这恨氧化物的方法中存在的问题,提出了解决问题的途径。     

Monitoring of Coliforms and chlorine residual in water distribution network of Rawalpindi, Pakistan

The present study was undertaken to examine the drinking water quality of Rawal Treatment Plant, Rawalpindi and its distribution network by collecting samples from eight different locations. The aim was to determine potential relationship between the presence of microorganisms and chlorine residual in the distribution network. Quantification of chlorine residual, turbidity, standard plate count (SPC), fecal and total coliforms by Most Probable Number (MPN) was performed. Three different forms of chlorine were measured at each sampling station such as free chlorine, residual chlorine, chloramines and total chlorine residual. A critical evaluation of data presented indicated that pH generally ranged from 7.02–7.30; turbidity varied from 0.34–2.79 NTU; conductivity fluctuated from 359–374 μS/cm; and TDS values were found to be ranging between 180–187 mg/l. Station # 7 was found to be most contaminated. The value of total chlorine was found to be 0.86 to1.7 mg/l at Station # 3 and 6, respectively. Highest standard plate count was 62 CFU/ml at Station # 7. Total coliforms were less than 1.1 MPN/100 ml at almost most of the stations except at Station # 3 where it was found to be greater than 23.0 MPN /100 ml. Overall aim of this study is to create awareness about contamination of drinking water in the water distribution networks and to make recommendations to provincial agencies such as EPA, CDA and WASA that regular monitoring should be carried out to ensure that the chlorine residual is available at consumer end.