Improvement of DOC removal by multi-stage AOP-biological treatment

The single and multi-stages advanced oxidation process (AOP)-biological treatments were evaluated to apply for drinking water treatment, especially for the water containing less susceptible dissolved organic carbon (DOC) to ozone, comparing with the ozonation-biological treatment. Minaga reservoir water and the secondary effluent from a Municipal wastewater treatment plant were used as dissolved organic matter (DOM) solutions. DOC removals after 60 min AOP-biological treatment were 62% and 41% in the Minaga reservoir water and the secondary effluent, respectively, whereas those in the ozonation-biological treatment only 40% and 15% of DOC were removed, respectively. The result indicated that the single-stage AOP-biological treatment could improve DOC removal in comparison with the single-stage ozonation-biological treatment. This is because the AOP mineralized both biodegradable dissolved organic carbon (BDOC) produced in the early stage of oxidation and non-biodegradable dissolved organic carbon (NBDOC), whereas only BDOC was mineralized by further ozonation and NBDOC was not oxidized in the ozonation-biological treatment. The multi-stage treatment could not improve DOC removal in comparison with the single-stage treatment in the ozonation-biological treatment for the secondary effluent containing less susceptible DOC to ozone. However, the multi-stage AOP-biological treatment significantly reduced DOC and achieved 71% of DOC removal by 4 times repetition of 15 min oxidation, whereas DOC removal was 41% in the single-stage AOP-biological treatment for the same oxidation time. The improvement of DOC removal by the multi-stage AOP-biological treatment was due to BDOC removal as a radical scavenger by subsequent biological treatment in the early stage of oxidation and direct mineralization in the latter stage of oxidation.     

城市垃圾渗滤液厌氧处理的工艺分析

分析了渗滤液处理工艺的现状，结合国内外的工程实例，介绍了多种处理渗滤液的厌氧处理工艺，并对其优缺点进行了分析比较。     

Air Pollution in the Republic of Korea

This paper discusses the potential for using commercially available treatment techniques to remove VOCs from hazardous waste streams and addresses some of the issues associated with making waste treatment a viable VOC emission control technique for hazardous waste management facilities. It discusses the waste streams of concern because of their volatile constituents and describes potentially applicable treatment techniques. The use of models for treatment process design is described. Finally, the paper discusses treatment cost, treatment residuals, and considerations of importance in choosing where in the life cycle of a hazardous waste stream to treat it.     

Combined biological and photocatalytic treatment for the mineralization of phenol in water

Phenol is degraded by biological treatment, however mineralization requires long time. To decrease the time and operational cost necessary for the mineralization of phenol, an optimum operation condition of the combined biological–photocatalytical treatment was investigated. The mineralization of phenol (50 mg l⁻¹) was conducted in a flow-type biomembrane tank combined with a batch-type TiO₂-suspended photocatalytic reactor. Phenol was degraded biologically to the concentration of 6.8 mg l⁻¹, an effective concentration for further photocatalytic treatment. After the biological treatment, the biotreated phenol was treated photocatalytically to complete the mineralization of phenol. The combined treatment shortened the mineralization time compared to the biological treatment and electric cost compared to the photocatalytic treatment only. The combined treatment may be suitable for a short-time mineralization of phenol in wastewater.     

Minimization of the formation of disinfection by-products

The drinking water industry is required to minimize DBPs levels while ensuring adequate disinfection. In this study, efficient and appropriate treatment scheme for the reduction of disinfection by-product (DBPs) formation in drinking water containing natural organic matter has been established. This was carried out by the investigation of different treatment schemes consisting of enhanced coagulation, sedimentation, disinfection by using chlorine dioxide/ozone, filtration by sand filter, or granular activated carbon (GAC). Bench scale treatment schemes were applied on actual samples from different selected sites to identify the best conditions for the treatment of water. Samples were collected from effluent of each step in the treatment train in order to analyze pH, UV absorbance at 254 nm (UVA₂₅₄), specific UV absorbance at 254 nm (SUVA₂₅₄), dissolved organic carbon (DOC), haloacetic acids (HAAs) and trihalomethanes (THMs). The obtained results indicated that using pre-ozonation/enhanced coagulation/activated carbon filtration treatment train appears to be the most effective method for reducing DBPs precursors in drinking water treatment.     

低强度超声波强化剩余活性污泥好氧消化的研究

污泥是城市污水处理厂的副产物,若处理不当,将会带来一系列严重的环境问题.实验采用低强度超声波对剩余活性污泥(WAS)的好氧消化过程进行强化,选取超声强度、超声时间、超声间隔3个因素设计正交实验.结果表明,经超声辐照的WAS,其好氧消化时间最短仅约为13 d,比未经超声辐照的缩短了18.00 d.对实验结果的极差分析和方差分析表明,低强度超声波强化WAS好氧消化的最佳参数为:超声强度1.0 W/cm2、超声时间10 min、超声间隔8 h.实验还研究了WAS达标前后溶解性化学需氧量(SCOD)和总化学需氧量(TCOD)的变化情况,发现在相对较短的处理时间内,经低强度超声波强化处理的WAS的TCOD降解率仍然能与对照相近甚至高于对照,主要原因是低强度超声波强化了微生物的新陈代谢,促进了其对有机物的吸收分解.     

开发区污水治理对策

针对纳污水体有、无环境容量两大类开发区的污水治理对策进行了探讨，提出了结合老城区、总量控制、集中治理，分步实施的原则，并就污水治理资金来源进行了分析，指明了开发区污水治理的道路。     

基于Agent的城市污水处理可持续发展工艺选型定量建模研究

从可持续发展的角度分析和研究中国目前的城市污水处理工艺,选出符合中国国情的工艺流程日益成为迫切需要解决的问题.在广泛调研和资料分析的基础上,基于可持续发展的原则,通过对中国城市污水处理的现状进行分析,建立了可供筛选的处理技术数据库,并通过基于生命周期的Agent模型,对每项组合工艺流程进行功能模拟和性能评价,按照所建立的评价模型和指标体系,综合考察各项处理工艺的污染物处理水平、投资成本和附属产物的环境影响等因素.按照可持续发展的技术准则进行判定,从而选择满足可持续发展要求的城市污水处理组合工艺.     

浙江农村生活污水处理设施水污染物排放标准修订需求分析与建议

以浙江《农村生活污水处理设施水污染物排放标准》(DB33/973—2015)的修订为研究切入点,对比了现行标准与国家和浙江农村生活污水治理的管理要求,分析了浙江农村生活污水处理现状并梳理其他省(自治区、直辖市)标准情况.研究发现DB33/973—2015已不符合浙江实际情况且不能满足浙江对农村生活污水的管理需求,必须开...     

垃圾填埋场渗滤液的蒸发处理工艺

垃圾填埋场渗滤液是一种难于处理的废水。本文首先对垃圾渗滤液处理工艺所存在的问题进行分析 ,指出蒸发处理垃圾渗滤液是一类有发展前景的工艺 ,然后综述了垃圾填埋场渗滤液的蒸发处理工艺     

基于HPLC的厌氧 好氧生物降解工艺处理模拟苯胺废水的研究

采用改进的好氧-厌氧方法处理苯胺废水,研究了各个操作变量梯度包括苯胺浓度、硝基苯浓度等对苯胺废水处理的影响,并加入硝基苯作为影响参数。实验结果表明,各个变量均在不同程度上影响苯胺废水的处理。经过厌氧-好氧处理后,COD降到200 mg/L以下;提高苯胺浓度时,COD值增大;进水TOC浓度为167.80 mg/L,去除率为79.6%;加入硝基苯与苯胺的降解具有协同作用。在厌氧温度35～40℃,好氧温度28～32℃条件下,进水COD在4 000～6 000 mg/L,苯胺浓度180～250 mg/L左右,处理后出水COD值达到200～500 mg/L,苯胺4.5～6.5 mg/L左右,去除率约85%以上。出水水质可达到《污水综合排放标准（》GB 8978-1996）的排放标准。     

Degradations of urobilin and stercobilin during activated sludge treatment of night soil

This paper deals with the degradation of urobilin and stercobilin in the sewage treatment plant or domestic septic tank and elucidates the factors contributing to their decomposition. The quantities of urobolin or stercobilin in the effluents from the sewage treatment plants were low and these substances were degraded by treatment with activated sludge. The efficacies of aeration, bacterial decomposition and free chlorine treatment in degrading urobilin or stercobilin were examined. Urobilin and stercobilin were decomposed by aeration and the decomposition rate was accelerated under alkaline conditions. Both compounds were decomposed by activated sludge, isolated bacteria and free chlorine treatments. These results show the decomposition of urobilin and stercobilin at sewage treatment plants.     

中国城市污水处理厂污泥处理、处置问题探讨分析

明确了有关污泥处理、处置的术语和定义,通过对我国污水处理厂污水处理工艺与污泥处理、处置现状的调查分析,认为污水处理工艺与污泥处理和最终处置方式有关;同时对污水处理厂污泥处理、处置中土地利用问题和处理、处置费用问题进行探讨,并提出了相关建议.     

中国城市污水强化一级处理研究现状与进展

综述了近年来中国城市污水强化一级处理的一些技术方法：化学强化一级处理；生物絮凝吸附强化一级处理；化学一生物联合絮凝强化一级处理。结合当前中国城市水污染控制现状以及亟待解决的突出问题，阐述了城市污水强化一级处理的重要性，同时提出了城市污水强化处理的建议和对策。     

运用LCA方法分析污水再生处理的成本效益

运用生命周期评价(LCA)方法,以西安市北石桥污水净化中心的污水处理与再生利用全过程为例进行环境影响评价,通过清单分析、当量计算和权重分析等一系列分析过程,计算出污水处理过程的投入成本及污水再生处理前后对环境的影响,得出污水在经过处理后,能够很大程度上减小其对环境的影响,从而产生环境正效益。该研究明确了污水处理在环境保护中的重要地位,同时对优化污水处理与再生利用工艺过程具有重要的参考价值和指导意义。     

垃圾填埋场渗滤水的处理技术

综述了垃圾填埋场渗滤水的生物处理、物化处理、土地处理等技术。特别对渗滤水的生物处理进行了较详细的讨论。     

Effects of sub-chronic low-level dietary intake of chlordane on rats with cirrhosis of the liver.

Male rats, 60 days old, were treated with chlordane during or after induction of liver cirrhosis with carbon tetrachloride to determine the effect of treatment with chlordane on the response of the rats to the disease. When liver cirrhosis was induced simultaneously with chlordane treatment the disease symptoms were aggravated; the lipid content of the tissue was lowered significantly, growth rate was significantly lower than controls and there was no apparent replacement of damaged liver tissue by liver growth. The cytochrome P450 content of the liver was similar after both treatments. Continuation of the chlordane treatment after termination of the carbon tetrachloride treatment brought about a more rapid recovery from the induced cirrhotic condition. All these responses were to a dose range one tenth the recommended "no effect" level for healthy animals.     

液膜分离技术在工业装置上的应用

采用液膜分离工艺处理含酚、氰农药废水，处理废水量36t／d，通过工业应用实例试运行，效果一直很好。达到了设计要求。     

污水深度处理流程对污染物去除效果评价方法

城市污水再生处理流程大多采用几种深度处理单元组合而成,由单个处理单元对污染物的去除效果来准确评价组合流程整体的处理效率对于工艺方案的确定和实际运行具有重要意义。在对处理过程中污染物浓度分布变化分析的基础上,建立了污水深度处理流程污染物去除效果的评价分析方法,并根据3种常用再生处理单元的实验结果,以总大肠菌群为例,评价了混凝沉淀过滤与生物活性炭和超滤联用处理流程对总大肠菌群的去除效果,计算结果表明,这种评价分析方法是准确可行的。     

Gating in grapevine: relationship between application of the fungicide fludioxonil and circadian rhythm on photosynthesis

The aim of this study was to determine the impact of the fludioxonil (fdx) fungicide on the diurnal fluctuation in grapevine photosynthesis. Therefore, fdx treatment was performed at the end of flowering, at 8 am, 12 am or 7 pm. The study was performed in experimental field and several photosynthesis parameters were followed one day after treatment. Morning fdx treatment induced (i) a significant and simultaneous drop of both photosynthesis (Pn) and stomatal conductance between 8 am and 4 pm and (ii) an increase of intercellular CO₂ concentration when compared to control plants. On the contrary, evening fdx treatment did not affect Pn whereas midday treatment caused Pn increase after 4 pm. These data suggest that (i) morning fdx treatment results in a non-stomatal limitation of Pn, (ii) midday treatment is more suitable to treat grapevine with fdx and (iii) a phenomenon of gating was noticed.