金刚石膜电极消毒处理医院污水的试验研究

以掺硼金刚石(BDD)作电极的自制电解槽装置处理医院污水的消毒效果。在全回流处理模式下消毒处理医院废水,采用多管发酵法测定粪大肠菌群数。掺硼金刚石(BDD)作电极,在电极间距为2mm、医院污水Cl-浓度为200mg/L、pH值在7.0～8.0范围内、电流密度8mA/cm2、接触时间≥9s的条件下,对医院污水粪大肠菌群的去除率最佳,出水满足《医疗机构污水排放标准值》粪大肠菌群数均不得超过500MPN/L。掺硼金刚石(BDD)作电极的自制电解槽装置处理医院污水不需要添加化学药剂,对粪大肠菌群消毒效果好。     

水中粪大肠菌群测定的滤膜法研究

本方法主要研究滤膜法在实际监测工作中的可行性,利用实际水样对滤膜法与发酵法的监测结果进行比对,并对滤膜法的重复性和准确度进行监测研究。     

固定底物酶底物法与多管发酵法和快速纸片法测定水中粪大肠菌群(耐热大肠菌群)的比较

采用酶底物法和多管发酵法及快速纸片法,比对分析了分组环境水样中的大肠菌群,采用无菌水和标准菌种ATCC 25922(大肠埃希菌)标准菌种检验3种方法的假阳性率与假阴性率,结果表明,固定底物酶底物法与多管发酵法用于水中粪大肠菌群(耐热大肠菌群)检测结果具有一致性。     

氯消毒和紫外消毒对城市污水处理厂二沉池出水中粪大肠菌群耐药性的影响

为考察城市污水处理厂消毒方式对出水中细菌耐药性的影响,使用二沉池出水进行氯消毒和紫外消毒试验. 选择AMP(氨苄西林)、TET(盐酸四环素)、CIP(环丙沙星)和CHL(氯霉素)作为典型的抗生素,研究消毒前后粪大肠菌群耐药率的变化. 结果表明:当水中ρ(有效氯)在0~1.0mg/L范围内增加时,粪大肠菌群对AMP和CIP的耐药率都有所升高,而对TET的耐药率却呈下降趋势. 当使用1.0mg/L氯消毒之后,粪大肠菌群对AMP、TET、CIP、CHL的耐药率分别为35.1%、5.6%、62.3%、0. 粪大肠菌群对AMP、TET和CIP的耐药性在氯消毒后会逐渐恢复. 氯消毒后48h,粪大肠菌群对AMP、TET和CIP的耐药率均高于消毒前. 在较低的紫外辐照剂量 (约16mJ/cm2以下)范围内,随着紫外辐照剂量的升高,粪大肠菌群对多种抗生素的耐药率均有降低,而较高的紫外辐照剂量则可能导致粪大肠菌群耐药率升高.      

辽东湾沿岸水域甲肝病毒和粪大肠菌群分布

报道了2002年辽东湾3个沿岸海域表层海水中甲肝病毒和粪大肠菌群分布的检测结果。结果显示,5月份表层海水 中没有检出甲肝病毒,粪大肠菌群也符合卫生标准;8月份和10月份表层海水中的甲肝病毒loo％呈阳性,粪大肠菌群均超标。 结果表明,粪大肠菌群指示海水中肠道病毒污染程度仍具有很大程度的可靠性。     

A Comparison of Bacterial Indicators and Methods in Rural Surface Waters

The United States Environmental Protection Agency (USEPA) recommends the use of Escherichia coli (E. coli) and enterococci as indicators of enteric pathogens in fresh waters; however, fecal coliform analyses will remain important by virtue of the large amount of historic data collected in prior years. In this study, we attempted, in a real-world situation (i.e., a rural inland watershed in the Piedmont of South Carolina) to compare different bacterial indicators and methods to one another. We compared fecal coliforms, enumerated by membrane filtration with E. coli, enumerated by a commercialized enzyme substrate method and observed E. coli/fecal coliform ratios of 1.63 and 1.2 for two separate tests. In the same watershed, we observed an E. coli/fecal coliform ratio of 0.84 when we used the commercialized enzyme substrate method for both enumerations. Given these results, users of such data should exercise care when they make comparisons between historic membrane filtration data and data acquired through the use of the more modern enzymatic methods. Some sampling and side-by-side testing between methods in a specific watershed may be prudent before any conversion factors between old and new datasets are applied.     

Evaluation of simple microbiol tests for detection of fecal coliforms directly at 44.5 degrees C

Simple microbial test comprising H₂S paper strip test,presence-absence (PA) test, and fluorogenic brila broth (BB)test performed directly at 44.5 °C were evaluated andcompared with the standard most probable number (MPN) method fordetection of fecal coliforms in 173 drinking water sources. BBand PA test were comparable with standard MPN method, whereas,poor compliance was noted for H₂S test. PA test whencompared with standard MPN test only 15%; disagreement wasdetected, whereas, highest disagreement of 40%; was observed incase of H₂S test. BB test was found to be highly sensitiveas only 7.8% disagreement with that of standard MPN test wasfound. Three hundred cultures obtained from positive tests wereidentified in order to evaluate the specificities of test usedin detection of fecal indicator Escherichia coli. BB testwas also found highly specific in detection of indicatororganism as compared to PA and H₂S test. Among theorganisms isolated from BB test 84.4%; of them were identifiedas E. coli as compared to 43.4 and 33.3 in PA and H₂Stest, respectively. The low incidence of recovery of E.coli (18.1%) for the standard MPN method places doubt on thevalidity of its application in tropical areas. The result ofthis investigation suggest that BB performed directly at 44.5 °C could be suitable cost effective test to assess themicrobiological quality of drinking water in India and other tropical countries.     

航空污水A/O工艺影响因素的调整

首都机场污水处理厂除了处理机场地区日常的生活污水外,还负责处理航空粪便污水。由于多种原因,2004年上半年航空粪便对污水处理系统造成了冲击。在此介绍了针对负荷的冲击,如何调整工艺,恢复污水处理系统正常运行。     

FECAL‐INDICATOR BACTERIA IN STREAMS ALONG A GRADIENT OF RESIDENTIAL DEVELOPMENT1

ABSTRACT: Fecal‐indicator bacteria were sampled at 14 stream sites in Anchorage, Alaska, USA, as part of a study to determine the effects of urbanization on water quality. Population density in the subbasins sampled ranged from zero to 1,750 persons per square kilometer. Higher concentrations of fecal‐coliform, E. coli, and enterococci bacteria were measured at the most urbanized sites. Although fecal‐indicator bacteria concentrations were higher in summer than in winter, seasonal differences in bacteria concentrations generally were not significant. Areas served by sewer systems had significantly higher fecal‐indicator bacteria concentrations than did areas served by septic systems. The areas served by sewer systems also had storm drains that discharged directly to the streams, whereas storm sewers were not present in the areas served by septic systems. Fecal‐indicator bacteria concentrations were highly variable over a two‐day period of stable streamflow, which may have implications for testing of compliance to water‐quality standards.     

高温厌氧消化中底物浓度对病原指示微生物杀灭的影响

剩余污泥中含有大量病原微生物,土地利用之前必须进行适当的处理,降低病原微生物的数量,以降低环境风险.通过研究在不同的底物浓度条件下,剩余污泥高温厌氧消化(55℃)过程对病原指示微生物的杀灭效果,分析厌氧消化前后污泥中病原指示微生物数量变化的原因.结果表明,随着底物浓度的增加,VFAs浓度和累积产甲烷量增加.在底物浓度为28~84 g·L-1、温度为55℃、持续28 d的高温厌氧消化过程中,上清液中总大肠杆菌下降2.0~3.0个数量级、粪大肠杆菌下降1.8~3.3个数量级;消化后污泥中总大肠杆菌和粪大肠杆菌杀灭率均达到99%以上;且上清液中和消化污泥中均未检测到沙门氏菌的存在.在研究底物浓度范围内,当底物浓度大于45 g·L-1时,消化液和污泥中总大肠杆菌和粪大肠杆菌的杀灭效果下降.