城市污水臭氧消毒宏观动力学探索

消毒是城市污水回用的必要环节。本文以某污水厂出水为研究对象，采用臭氧(O3)作为消毒剂，考查了臭氧在实验水中的溶解和衰减过程，不同通气量和不同pH值条件下臭氧对城市污水厂生化处理后出水中大肠菌群的消毒过程和消毒效果。实验结果显示，臭氧对水中大肠菌群的消毒速度快、消毒效果十分显著；通入水中的气量低于10l/h时，灭菌率随通气量的提高而提高；在水质偏酸性时，有利于臭氧的溶解和提高大肠菌群的去除率；通气量在5l/h—30l/h，处理时间在10min以内时实验条件下臭氧消毒宏观动力学方程为—logS＝Kt，式中K＝0．2385min^-1—0．4674min^-1。     

浊度传感器应用于连续监测污水厂进水悬浮颗粒浓度的研究

为使城市污水处理厂更合理高效的运营，可对进水悬浮颗粒浓度的实时监测来实现。通过对进水水样的悬浮颗粒浓度测量值与相应浊度值建立的关系曲线，达到对污水处理厂进水悬浮颗粒浓度（mg／L）的连续实时监测。文中给出了浊度传感器的校准方法，并建立浊度-悬浮颗粒浓度关系曲线，将其应用于某城市污水处理厂，得到单位时间进水悬浮颗粒总量的实时连续图。     

UASB—接触氧化法处理沤麻废水的研究

本试验采用ＵＡＳＢ—接触氧化工艺对沤麻废水的处理进行了研究，系统启动两个月后达到稳定的处理效果，厌氧段进水ＣＯＤ浓度为７００ｍｇ／１，有机负荷为９．２５ｋｇＣＯＤ／ｍ３·ｄ，停留时间为２４小时，ＣＯＤ去除率可达到８９．３％，好氧段接触氧化池的有机负荷为２．ＩｋｇＣＯＤ／ｍ３·ｄ，处理时间为１０小时，整个系统总的ＣＯＤ去除率可达到９７％，该工艺是处理高浓度沤麻废水行之有效的方法。     

紫外线消毒技术用于污水处理的现状与发展前景

污水处理中紫外消毒方法与传统消毒方法相比之下具有不需要投加化学药剂、不产生有毒有害副产物、消毒效率高、操作简单、便于运行管理等特点。本文着重介绍了目前用于消毒的紫外灯的种类，并阐述了浊度、微生物种类、光复活性能等影响紫外消毒效果的因素，最后对未来紫外消毒方法发展的前景做出了分析。     

西宁地区部分医院污水处理存在的问题及对策

西宁地区目前有15家医院有污水消毒设施,2家医院采用生物曝气氧化和加氧消毒的二级处理,其它医院均采用经沉淀后直接加氯的一级处理。对处理前后污水细菌学检查,处理前污水大肠菌群100％超标,合格率为零,致病菌检出率44.68％,消毒处理后大肠菌群合格率为81.6％,致病菌检出率16.42％,余氯监测合格率达66.4％。医院污水处理存在着管理措施和人员,设备的问题。针对以上问题提出了应采取的对策,尤其应加强对设有传染病房医院污水的消毒处理工作。     

微波辐射棉秆制备优质活性炭研究

研究了以棉秆废料为原料，采用微波辐射氯化锌法制备活性炭的可行性，探讨了微波功率、活化时间及氯化锌浓度对产品活性炭各项指标的影响。得到了微波辐射氯化锌法制备活性炭的最佳工艺：微波功率560W、活化时间6min、氯化锌浓度50％。用此工艺条件制得的活性炭碘吸附值：1030．2mg／g、亚甲基蓝脱色力180mL／g、得率36．82％。工艺所需活化时间为传统方法的1／36，产品活性炭吸附性能超过了国家一级标准。该工艺方法为农村棉秆资源的综合开发利用找到了新的途径。     

石化企业污水深度处理与回用研究

以典型石化企业大庆石化公司为例,讨论了污水深度处理回用工程的合理性、必要性及可行性,并以化肥、热电两厂排水和兴化生活污水为回用原水进行了污水深度处理和回用的中型试验。试验工艺选用生物接触氧化、絮凝沉淀、过滤、消毒杀菌工艺。通过试验,确定了混凝剂、助凝剂及杀菌剂的类型、浓度及过滤压力等参数。结果表明:深度处理工艺对源污水中COD、BOD、总磷、氨氮、悬浮物、浊度、OIL、总铁等均有很好的去除效果。用作循环冷却水补水时,经过静态阻垢和旋转挂片试验及动态模拟试验,腐蚀速度达到中石化好级水平,粘附速度和污垢热阻达到中石化允许级水平。     

用Yankee(扬基)UVB-1型紫外辐射表测量大气中的紫外B辐射

文章对1996年7月至1997年12月在青藏高原东北部的瓦里关山用Yankee(扬基)UVB-1型紫外辐射表进行的紫外B辐射(280～320nm)观测资料进行了分析，初步揭示了这一地区紫外B辐射的变化规律。结果表明：④该地区的紫外B辐射具有夏季高、冬季低的特点；②太阳紫外B辐照度在夏季最高可达5．8W/m^2，夏季紫外B辐照度占总辐照度的比例最高可达0．5％；③这一地区的太阳紫外B辐射具有明显的日、季变化，日最高值出现在午后13时左右；④瓦里关地区的太阳紫外B生物有效辐射剂量约占紫外B总辐照度的1／14。夏季最高时可达0．42W／m^2。     

某电厂生活污水再生处理回用系统设计与调试

随着水危机问题日益严峻，再生水回用已经成为解决水资源担缺的重要途径之一。河北某电厂采用“顸处理-悬挂链曝气生物移动床-深度过滤-臭氧消毒”工艺对原生活污水处理系统进行改造，处理后再生水用作循环冷却水补给水。经过填料挂膜及联机试运行，再生水水质指标为：CODcr=11.8mg／L，BOD5=3、8mg／L，SS=6mg／L，pH=7．67，大肠杆菌群≤3个／L，水质符合循环冷却水补给水的国家标准。该工艺可以广泛应用于生活污水的再生处理回用。     

高铁酸盐在水和废水处理中的应用进展

本文综述了高铁酸盐用于饮用水的消毒、杀菌、除藻，有机废水的氧化混凝，恶臭物质的氧化去除，重金属离子及放射性废水的混凝沉淀，以及色度浊度的去除等领域的最新进展。并对今后的研究进行了展望。     

QUALITY STUDY OF GRAYWATER TREATMENT SYSTEMS1

ABSTRACT: A residential single family dwelling was retrofitted to recycle graywater for landscape irrigation and toilet flushing. The objective of this study was to determine improvements in graywater quality by evaluating five simple graywater treatment systems that were easily adapted to the household plumbing. The treatment systems consisted of (1) water hyacinths and sand filtration, (2) water hyacinths, copper ion disinfection, and sand filtration, (3) copper ion disinfection and sand filtration, (4) copper/silver ion disinfection and sand filtration, and (5) 20–μm cartridge filtration. Water quality parameters measured were fecal and total coliform indicator bacteria, nitrates, suspended solids, and turbidity. Reductions in bacterial concentration, suspended solids and turbidity were achieved by all systems tested. Treatment reduced nitrate concentrations to an average of 2.6 mg/liter. Reductions in suspended solids, and turbidity were influenced more by the quality of the graywater entering the treatment system than the efficiency of the systems themselves. The water hyacinths and sand filtration system provided the best graywater quality in terms of the concentrations of fecal indicator bacteria. The system providing the best water quality in regard to average suspended solids after treatment was the water hyacinths, copper ion, and sand filtration system, and the best average turbidity was achieved by the copper/silver ion generating unit with sand filtration. All systems were capable of significant reductions in fecal indicator bacteria, suspended solids, and turbidity; however, additional treatment or disinfection would be necessary to further reduce the level of coliform and fecal coliform bacteria to achieve regulatory standards in the State of Arizona.     

COLIFORMS AND WATER QUALITY: USE OF DATA IN PROJECT DESIGN AND OPERATION1

ABSTRACT: Knowledge of coliform transport and disappearance may provide information for project design and operation that minimizes potential water quality problems such as the violation of body contact recreation standards. Storm events were sampled in the Caddo River above DeGray Reservoir, Arkansas, and then tracked through the reservoir using the increased turbidity associated with the storm flows. Fecal coliforms were sampled both in the river and throughout the water column in the reservoir. In general, increased fecal coliform concentrations were closely associated with the increased turbidity resulting from the storm flows. This association existed for all three types of turbidity plume movement - overflow, interflow, and underflow. As the turbidity plume moved down the reservoir, fecal coliform concentrations decreased due to die-off, settling, and dilution. With several assumptions, it is possible to use this information to assist in locating recreational sites in a reservoir or to anticipate possible body contact standard violations at existing recreation sites.     

Predictive models of turbidity and water depth in the Doñana marshes using Landsat TM and ETM+ images

We have used Landsat-5 TM and Landsat-7 ETM+ images together with simultaneous ground-truth data at sample points in the Doñana marshes to predict water turbidity and depth from band reflectance using Generalized Additive Models. We have point samples for 12 different dates simultaneous with 7 Landsat-5 and 5 Landsat-7 overpasses. The best model for water turbidity in the marsh explained 38% of variance in ground-truth data and included as predictors band 3 (630–690 nm), band 5 (1550–1750 nm) and the ratio between bands 1 (450–520 nm) and 4 (760–900 nm). Water turbidity is easier to predict for water bodies like the Guadalquivir River and artificial ponds that are deep and not affected by bottom soil reflectance and aquatic vegetation. For the latter, a simple model using band 3 reflectance explains 78.6% of the variance. Water depth is easier to predict than turbidity. The best model for water depth in the marsh explains 78% of the variance and includes as predictors band 1, band 5, the ratio between band 2 (520–600 nm) and band 4, and bottom soil reflectance in band 4 in September, when the marsh is dry. The water turbidity and water depth models have been developed in order to reconstruct historical changes in Doñana wetlands during the last 30 years using the Landsat satellite images time series.     

University of Benin water supply system: Microbiological and physico-chemical assessments

The microbiological and physico-chemical characteristics of the drinking water supplied by the Central Borehole at the University of Benin, Ugbowo Campus were investigated. The investigation entailed assessment of the pH, turbidity, total suspended solids, total dissolved solids, dissolved oxygen, temperature, salinity, conductivity, nitrate, nitrite, phosphate, sulphate, chloride, N-nitroso compounds, cadmium, chromium, nickel, lead, zinc, manganese, iron, coliform count, BOD₅ and COD of the water at the Central Borehole and at ten residential quarters. The assessment indicated that the water was fit for drinking and other domestic applications. Results were also compared with WHO, EU and Nigeria FEPA standards. The results showed that the pH values of the water (5.01–5.86) and total coliform count (1–2/100 ml) expressed as MPN were outside the limits set by the WHO, EU and FEPA. The data also showed that the other water quality parameters assessed were within WHO, EU and FEPA permissible limits. The results of ANOVA showed that significant changes occurred during distribution.     

Pollutant removal efficacy of three wet detention ponds

Monthly inflow and outflow data were collected from three wet detention ponds in Wilmington, North Carolina, for a 29-mo period. Two ponds drained urban areas consisting primarily of residential, mixed services, and retail usage, while the third mainly drained residential and golf course areas. One of the urban ponds achieved significant reductions in total nitrogen, nitrate, ammonium, total phosphorus, orthophosphate, and fecal coliform bacterial counts. This pond was characterized by a high length to width ratio, with most inputs directed into the upper area, and extensive coverage by a diverse community of aquatic macrophyte vegetation. The second urban pond achieved significant reductions in turbidity and fecal coliform bacterial counts, but there were no significant differences between inflowing and outflowing water nutrient concentrations. There were substantial suburban runoff inputs entering the mid- and lower-pond areas that short-circuited pollutant removal contact time. The golf course pond showed significant increases in nitrate, ammonium, total phosphorus, and orthophosphate in the outflow relative to the inflow, probably as a result of course fertilization. However, nutrient concentrations in the outflow water were low compared with discharges from a selection of other area golf courses, possibly a result of the outflow passing through a wooded wetland following pond discharge. To achieve good reduction in a variety of pollutants, wet pond design should include maximizing the contact time of inflowing water with rooted vegetation and organic sediments. This can be achieved through a physical pond design that provides a high length to width ratio, and planting of native macrophyte species.     

Movement of coliform bacteria and nutrients in ground water flowing through basalt and sand aquifers

Large-scale deposition of animal manure can result in contamination of surface and ground water and in potential transfer of disease-causing enteric bacteria to animals or humans. We measured total coliform bacteria (TC), fecal coliform bacteria (FC), NO3, NH4, total P, and PO4 in ground water flowing from basalt and sand aquifers, in wells into basalt and sand aquifers, in irrigation water, and in river water. Samples were collected monthly for 1 yr. Total coliform and FC numbers were always higher in irrigation water than in ground water, indicating that soil and sediment filtered most of these bacteria before they entered the aquifers. Total coliform and FC numbers in ground water were generally higher in the faster flowing basalt aquifer than in the sand aquifer, indicating that the slower flow and finer grain size may filter more TC and FC bacteria from water. At least one coliform bacterium/100 mL of water was found in ground water from both basalt and sand aquifers, indicating that ground water pumped from these aquifers is not necessarily safe for human consumption according to the American Public Health Association and the USEPA. The NO3 concentrations were usually higher in water flowing from the sand aquifer than in water flowing from the basalt aquifer or in perched water tables in the basalt aquifer. The PO4 concentrations were usually higher in water flowing from the basalt aquifer than in water flowing from the sand aquifer. The main concern is fecal contamination of these aquifers and health consequences that may arise from human consumption.     

STORM AND SEASONAL DISTRIBUTIONS OF FECAL COLIFORMS AND CRYPTOSPORIDIUM IN A SPRING1

ABSTRACT: The transmission of disease in ground water is a topic of great concern to government agencies, ground water specialists, and the general public. The purpose of this study was to compare the temporal variability in storm flow of fecal coliform bacteria densities and Cryptosporidium parvum oocyst densities in agriculturally impacted karst ground water. Cryptosporidium parvum oocyst densities ranged from 0 to 1,050 oocysts/1, and mean storm densities ranged from 3.5 to 156.8 oocysts/1. Fecal coliform densities ranged from less than 1 CFU/100ml to more than 40,000 CFU/100ml, and geometric mean storm densities ranged from 1.7 CFU/100ml to more than 7,000 CFU/100ml. Fecal coliform densities correlated well with flow during storms, but Cryptosporidium oocyst densities exhibited a great deal of sample to sample variability and were not correlated with flow. Fecal coliform densities did not correlate positively with Cryptosporidium oocyst densities. Fecal coliform densities were greatest at storm peaks, when sediment loads were also greatest. Multiple transport mechanisms for fecal coliform bacteria and C. parvum oocysts may necessitate various agricultural land management and livestock health maintenance practices to control movement of pathogens to karst ground water.     

废水回用工艺中曝气生物滤池的特性研究

以页岩陶粒为滤料,对曝气生物滤池的运行性能进行了研究。通过考察水力负荷对COD、氨氮去除效果的影响试验,容积负荷对COD去除效果试验,BAF对浊度的去除效果、抗冲击能力试验;结果显示:COD最佳水力负荷为7.0m3/h,NH4+-N最佳水力负荷为5.0m3/h,COD最佳容积负荷为5.89kg/(m3.d);进水浊度平均为12.7NTU,出水浊度平均为3.5NTU时,平均去除率为72.4%。水力冲击负荷对硝化菌的影响较小,而对异养菌影响较大。     

An Innovative Index for Evaluating Water Quality in Streams

A water quality index expressed as a single number is developed to describe overall water quality conditions using multiple water quality variables. The index consists of water quality variables: dissolved oxygen, specific conductivity, turbidity, total phosphorus, and fecal coliform. The objectives of this study were to describe the preexisting indices and to define a new water quality index that has advantages over these indices. The new index was applied to the Big Lost River Watershed in Idaho, and the results gave a quantitative picture for the water quality situation. If the new water quality index for the impaired water is less than a certain number, remediation—likely in the form of total maximum daily loads or changing the management practices—may be needed. The index can be used to assess water quality for general beneficial uses. Nevertheless, the index cannot be used in making regulatory decisions, indicate water quality for specific beneficial uses, or indicate contamination from trace metals, organic contaminants, and toxic substances.     

Assessment of Residential Rain Barrel Water Quality and Use in Cincinnati,Ohio1

The collection, storage, and reuse of rainwater collected in rain barrels from urban rooftop areas assists municipalities in achieving stormwater management objectives and in some areas also serves as an adjunct resource for domestic water supplies. In this study, rainwater reuse and levels of select microbial indicators were monitored for six residential rain barrels located in the Shepherd Creek watershed of Cincinnati, Ohio. Water from rain barrels typically had poor microbial quality and was used for watering indoor and outdoor plants. Rain barrel water chemistry was slightly acidic, exhibited wide ranges in conductivity, turbidity, and total organic carbon (TOC) concentrations and gave no evidence of the presence of cyanobacterial microcystin toxins. Selected microbial water‐quality indicators indicated that counts of total coliform and enterococci were consistently above U.S. Environmental Protection Agency standards for secondary recreational contact water‐quality standards. Residential rain barrels can provide water appropriate for low‐contact reuses (such as plant watering), although there may be transient periods of high levels of indicator bacteria in the collected water.