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。     

臭氧应用，正在普及

臭氧消毒作为一种新的消毒观念和消毒办法,经济、高效、灭菌快速、彻底。臭氧是消毒性能最强的消毒剂之一,其消毒能力超过漂白粉、二氧化氯、氯气酸、双氧水等常用的消毒剂,具有强氧化、高效消毒、灭菌等作用。与紫外线照射杀菌比较,臭氧消毒也有很大的优势。紫外线以光波辐射作用杀菌,只有光波照射到的位置并达到一定的强度时才有杀菌效果,因而在一些面积较大、空间较高的场所容易出现卫生死角。而臭氧由于是气体,扩散性好, 所以杀菌消毒彻底,无卫生死角。另外,紫外线杀菌在相对湿度60%以上时效果会急剧下降,湿度在80%以上时会发生渗透作用而使     

不同预处理方式缓解超滤膜污染的效能研究

以二级出水为处理对象,研究了活性炭(Activated Carbon,AC)吸附,生物活性炭(Biological Activated Carbon,BAC)过滤,臭氧(Ozone,O3)氧化对超滤膜污染的缓解作用及其对水中有机物的去除效果。具体考察了AC投加量和吸附时间,BAC的空床停留时间(Empty Bed Contact Time,EBCT),以及臭氧投加量等因素产生的影响。结果表明,这三种预处理方式可有效去除有机物,使水中DOC与UV254值明显降低。AC投加量由0.5 g/L增加至5 g/L,吸附时间由5min延长至8h,膜污染未得到缓解。BAC预处理随EBCT由30min延长至60min,增加了超滤膜的不可逆污染(Irreversible Fouling,IF)。臭氧投加量由0.2mg O3/mg DOC增加至0.94mg O3/mg DOC,臭氧预氧化缓解膜污染的效果越明显。臭氧投加量较低(0.48mg O3/mg DOC)时,IF随臭氧投加量的增大略有上升,而臭氧投加量增至0.94mg O3/mg DOC时,IF出现明显下降。     

臭氧消毒现状与发展

阐述了臭氧消毒灭菌的基本原理、臭氧制备、消毒工艺流程以及国内外应用概况，探讨了给水采用臭氧消毒存在的主要问题及改进方向。指出臭氧消毒法有可能取代传统的氯化消毒法，尤其在给水工艺中具有广阔的应用前景。     

炭龄对臭氧-活性炭工艺去除水中污染物的影响

采用臭氧-生物活性炭工艺,分别选取新炭、一年炭及三年炭,考察臭氧投加量及炭龄对污染物去除效果的影响。结果表明,臭氧投加量为1.0 mg/L时,三种炭龄活性炭在工艺运行过程中对有机物具有较好的去除效果,新炭对有机物的去除效果明显优于一年炭和三年炭,CODMn和UV254去除率分别达54%和69%;一年炭去除效果略高于三年炭;三种炭对于NH4+-N的去除效果都很好,新炭处理效果最优;出水中污染物浓度满足饮用水水质标准要求。     

高浓度臭氧氧化污水处理工艺

由北京华胜科技有限公司开发、北京市环保产业协会推荐的高浓度臭氧氧化污水处理工艺,主要应用于市政污水、中水回用、河湖景观水的处理。主要技术内容一、基本原理臭氧氧化工艺是将快速混合接触氧化、微絮凝、泥渣分离、浮油气浮分离集中为一个处理系统,其既可氧化分解去除微小的有机物、胶体杂质、腐殖酸,又能去除水中污染的浮油及藻类微生物和细菌、病毒等。臭氧在含有高溶解有机碳的水源使用,可防止生物大量繁殖,抑制藻类生长能力,使水中微生物的长势和消毒副产品受到最大程度的控制,在水藻繁盛季节臭氧的使用可保持水体的生物学稳定性,…     

臭氧-活性炭工艺在炼化循环排污水处理中的应用＊

针对炼化企业循环排污水中有机污染物浓度不能满足脱盐处理工艺进水水质要求的问题,开展了臭氧氧化-活性炭吸附工艺去除循环排污水中有机污染物的研究。通过对两种处理工艺进行不同组合的实验结果得知:当反应时间控制在最佳值,臭氧氧化和活性炭吸附单独处理循环排污水时,COD去除率分别约为27%和20%,处理效率偏低;当两种工艺组合后,在臭氧浓度为12 mg/L、氧化时间20 min、吸附时间为10 min时,COD去除率则达到52%,组合工艺协同作用效果明显。     

2019年江苏省臭氧污染与气象条件影响分析研究

江苏省臭氧污染逐年上升，已成为影响城市空气质量的重要因素，利用环境监测数据和气象要素数据，分析了臭氧污染较重的2019年江苏省臭氧污染特点，以及与气象条件之间的相互关系。结果表明：江苏省臭氧浓度逐年增高，沿江苏南区域高于苏北城市；臭氧污染主要分布于4～9月，污染较重集中在5～6月。臭氧浓度与气象要素之间的关系非常密切，与温度呈正相关，与相对湿度呈负相关，当气温超过25℃,湿度在60%以下，偏南风(SSW～SSE),风速在2～4m/s时，臭氧超标率最高，易出现高浓度臭氧，从逐月气象因子与臭氧超标率的关系来看，5～6月的气象条件更易出现臭氧污染。研究臭氧污染的时空变化规律和与气象条件之间的关系，为区域臭氧污染防治，前体物排放管控，有较为有效的指导意义。     

基于常规处理的微污染水源水处理工艺改进措施简

我国大部分给水处理厂主要采用混凝-沉淀-过滤-消毒的常规处理工艺,该工艺对有机物、氨氮等去除效果有限,同时存在消毒副产物残留等问题。根据我国经济发展现状,分析了常规处理工艺的改进措施,包括对常规工艺进行强化,在常规处理工艺之前增加预吸附和预氧化,在常规处理工艺之后增加臭氧-生物活性炭吸附、膜处理等。这些措施在保留原处理工艺的基础上,通过调整操作条件或增加处理设施来改善出水水质,具有投资少、见效快的特点。     

基于常规处理的微污染水源水处理工艺改进措施

我国大部分给水处理厂主要采用混凝-沉淀-过滤-消毒的常规处理工艺,该工艺对有机物、氨氮等去除效果有限,同时存在消毒副产物残留等问题。根据我国经济发展现状,分析了常规处理工艺的改进措施,包括对常规工艺进行强化,在常规处理工艺之前增加预吸附和预氧化,在常规处理工艺之后增加臭氧-生物活性炭吸附、膜处理等。这些措施在保留原处理工艺的基础上,通过调整操作条件或增加处理设施来改善出水水质,具有投资少、见效快的特点。     

MODELING THE PERFORMANCE OF DEEP WASTE STABILIZATION PONDS1

ABSTRACT: The performance characteristics of a deep waste stabilization pond operating in Southeast Spain were studied for one year; the results show a high reduction in organic load and nutrients, as well as disinfection of the effluent, after a retention time that varies as a function of climatic conditions. Mathematical models describing its hydraulic, thermal, and biochemical bahavior are presented and compared with a set of measured data.     

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。     

Trihalomethane reactivity of water- and sodium hydroxide-extractable organic carbon fractions from peat soils

Certain organic carbon moieties in drinking source waters of the Sacramento-San Joaquin Delta can react with chlorine during disinfection to form potentially carcinogenic and mutagenic trihalomethanes. The properties of reactive organic carbon in Delta waters, particularly those of soil origin, have been poorly understood. This study attempts to characterize trihalomethane reactivity of soil organic carbon from three representative Delta peat soils. Soil organic carbon was extracted from all three soils with either deionized H2O or 0.1 M NaOH and sequentially separated into humic acids, fulvic acids, and nonhumic substances for quantitation of trihalomethane formation potential. Water-extractable organic carbon represented only 0.4 to 0.7% of total soil organic carbon, whereas NaOH extracted 38 to 51% of total soil organic carbon. The sizes and specific trihalomethane formation potential (STHMFP) of individual organic carbon fractions differed with extractants. Fulvic acids were the largest fraction in H2O-extractable organic carbon, whereas humic acids were the largest fraction in NaOH-extractable organic carbon. Among the fractions derived from H2O-extractable carbon, fulvic acids had the greatest specific ultraviolet absorbance and STHMFP and had the majority of reactive organic carbon. Among the fractions from NaOH-extractable organic carbon, humic acids and fulvic acids had similar STHMFP and, thus, were equally reactive. Humic acids were associated with the majority of trihalomethane reactivity of NaOH-extractable organic carbon. The nonhumic substances were less reactive than either humic acids or fulvic acids regardless of extractants. Specific ultraviolet absorbance was not a good predictor of trihalomethane reactivity of organic carbon fractions separated from the soils.     

饮用水消毒副产物控制工艺研究进展

通过对氯、二氧化氯、紫外线等常见消毒工艺以及去除已生成消毒副产物的深度处理工艺进行了分析,探讨了各种消毒工艺的消毒性能和对消毒副产物的控制效果以及各种深度处理工艺对消毒副产物的去除性能,为实际水处理中消毒以及深度处理工艺的选择提供了参考。     

Influence of organic loading on an anaerobic sequencing biofilm batch reactor (ASBBR) as a function of cycle period and wastewater concentration

The effect of organic loading on the performance of a mechanically stirred anaerobic sequencing biofilm batch reactor (ASBBR) has been investigated, by varying influent concentration and cycle period. For microbial immobilization 1-cm polyurethane foam cubes were used. An agitation rate of 500 rpm and temperature of 30+/-2 degrees C were employed. Organic loading rates (OLR) of 1.5-6.0gCODl(-1)d(-1) were applied to the 6.3-l reactor treating 2.0 l synthetic wastewater in 8 and 12-h batches and at concentrations of 500-2000mgCODl(-1), making it possible to analyze the effect of these two operation variables for the same organic loading range. Microbial immobilization on inert support maintained approximately 60 gTVS in the reactor. Filtered sample organic COD removal efficiencies ranged from 73 to 88% for organic loading up to 5.4gCODl(-1)d(-1). For higher organic loading (influent concentration of 2000mgCODl(-1) and 8-h cycle) the system presented total volatile acids accumulation, which reduced organics removal efficiency down to 55%. In this way, ASBBR with immobilized biomass was shown to be efficient for organic removal at organic loading rates of up to 5.4gCODl(-1)d(-1) and to be more stable to organic loading variations for 12-h cycles. This reactor might be an alternative to intermittent systems as it possesses greater operational flexibility. It might also be an alternative to batch systems suspended with microorganisms since it eliminates both the uncertainties regarding granulation and the time necessary for biomass sedimentation, hence reducing the total cycle period.     

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。     

Effect of reservoir flushing on downstream river water quality

The effect of short-term reservoir flushing on downstream water quality in the Geum River, Korea was studied using field experiments and computer simulations. The reservoir release was increased from 30 to 200 m(3)/s within 6 h for the purpose of this experiment. The flushing discharge decreased the concentrations of soluble nitrogen and phosphorus species considerably, but the experimental results revealed a negative impact on organic forms of nutrients and biochemical oxygen demand (BOD). A dynamic river water quality model was applied to simulate the river hydraulics and water quality variations during the event. The model showed very good performance in predicting the travel time of flushing flow and the variations of dissolved forms of nitrogen and phosphorus constituents. However, it revealed a limited capability in simulating organic forms of nutrients and BOD because it does not consider the re-suspension mechanism of these constituents from sediment during the wave front passage.     

Trihalomethane formation potential of filter isolates of electrolyte-extractable soil organic carbon

Certain organic C moieties of soil origin in drinking source waters of Sacramento-San Joaquin Delta (Delta) can react with chlorine to form trihalomethanes (THMs) during the disinfection process. Isolation and characterization of them and quantitation of their THM formation potential (THMFP) is necessary for developing effective strategies to reduce their influxes in Delta waters and for removing them during drinking water treatment. In this study, organic C from two Delta soils was extracted using deionized H(2)O and four Na- or Ca-based electrolytes of varying electrical conductivity values. Extracts were filtered into particulate, colloidal, fine colloidal, and soluble organic C for quantitation and THMFP determination. Results suggested that <1.5% of soil organic C was electrolyte-extractable. The soluble organic C fraction from both soils dominated in quantity and THMFP. Electrolyte effects were cation dependent. Sodium-based electrolytes at either conductivity level did not significantly decrease extractable organic C (EOC) or THMFP compared with deionized H(2)O. In contrast, Ca-based electrolytes reduced EOC and THMFP by >50% even at 1 dS m(-1). Further increase in Ca concentration did not significantly decrease EOC or THMFP. Most reduction in EOC and THMFP by Ca-based electrolytes occurred with the fractions other than the soluble organic C. Results suggested that under natural soil leaching and runoff conditions, the majority of THMFP is associated with organic C of <0.025 mum in diameter. Further molecular characterization of the fractions with high THMFP may help understand the nature of chlorine-reactive organic C from Delta soils.     

粉末活性炭在饮用水处理中应用的研究进展

介绍了粉末活性炭（PAC）的基本性质,并对其在饮用水处理应用中的重要影响因素进行了探讨;综述了PAC去除原水中嗅味物质、藻毒素、消毒副产物前驱物以及农药等痕量有机污染物的研究现状;分析了粉末活性炭（PAC）与其他工艺的组合技术在饮用水处理中的应用效果,并对其应用前景做出展望。