共查询到18条相似文献,搜索用时 144 毫秒
1.
高浓度氨氮渗滤液脱氦方式的比较及选择 总被引:1,自引:1,他引:0
氨氮浓度高是垃圾渗滤液的水质特征之一,目前对于高浓度氨氮废水的处理方法主要有硝化—反硝化、氨吹脱法、化学沉淀法以及新型生物脱氮技术。基于工程实例,对国内外已有的去除垃圾渗滤液高浓度氨氮的方法进行了阐述和对比,并对渗滤液处理厂脱氮方式的选择提出了建议。 相似文献
2.
3.
4.
简述了垃圾渗滤液的来源与特点,介绍了吸附法、絮凝法、膜分离技术法、高级氧化法及其组合等多种物化法处理渗滤液的研究现状,分析了各种工艺的不足,并对今后垃圾渗滤液处理方法进行了展望。 相似文献
5.
6.
城市垃圾填埋场渗滤液生物处理技术 总被引:3,自引:0,他引:3
城市垃圾填埋场渗滤液污染浓度极高,持续时间长,若不加处理而直接排放,会造成严重的环境污染.分析了渗滤液处理工艺的现状,并结合国内外的工程实例,重点阐述了渗滤液生物处理技术. 相似文献
7.
8.
9.
物化法处理垃圾渗滤液中难降解物质 总被引:1,自引:0,他引:1
垃圾渗滤液处理过程中COD居高不下的主要原因是其中含有大量难以生物降解的有机物,难降解有机物主要包括腐殖酸、棕黄酸和氨基酸等.小分子的腐殖质占据了大部分出水COD.物化法成为垃圾渗滤液处理工艺中必不可少的处理方法,介绍了混凝沉淀、膜处理技术、微电解、臭氧氧化、光催化氧化等几种对垃圾渗滤液中难降解物质的有效处理方法.阐述了垃圾渗滤液治理技术的发展方向,小分子难降解有机物的预处理或后续处理将成为研究热点. 相似文献
10.
垃圾渗滤液的处理现状及新技术分析 总被引:1,自引:0,他引:1
介绍了垃圾渗滤液的来源及渗滤液的总体性质,总结了国内外垃圾渗滤液处理的常用工艺,并进行了性能比较,对不同工艺在处理过程中存在的问题进行了分析;针对我国垃圾渗滤液的实际情况,对未来的研究方向进行了展望. 相似文献
11.
12.
Surfactant wastewater is usually difficult to treat due to its toxicity and poor biodegradability. A separate physico-chemical or biochemical treatment method achieves a satisfactory effect with difficulty. In this study, treatment of the wastewater collected from a daily chemical plant by the combination processes of Fe/C internal electrolysis and biological contact oxidation was investigated. For the internal electrolysis process, the optimal conditions were: pH = 4-5, Fe/C = (10-15):1, air-water ratio = (10-20):1 and hydraulic retention time (HRT)= 2 h. For the biological contact oxidation process, the optimal conditions were: HRT = 12 h, DO = 4.0-5.0 mg/L. Treated by the above combined processes, the effluent could meet the I-grade criteria specified in Integrated Wastewater Discharge Standard of China (GB 8978-1996). The results provide valuable information for full-scale linear alkylbenzene sulfonate wastewater treatment. 相似文献
13.
Biological pre-treated landfill leachates of Djebel Chakir contains some macromolecular organic substances that are resistant to biological degradation. The aim of the present work is to assess the feasibility of removing refractory organic pollutants in biological pre-treated landfill leachate by solar photocatalyse process. Leachate pollutant contents are studied to assess their contribution to leachate pollution and their treatability by solar photocatalyse process. Phenol is chosen as model of pollutants, to evaluate its removal and the efficiency of the photocatalytic system. The experiments were carried out in suspended photocatalytic reactor, using TiO2 Degussa P25, under sunlight illumination (UV-A: 15-31 W/cm2). Under optimum operational conditions, applied to single reactant (phenol), the system presents a TOC removal of 90% (the degradation follows a first-order kinetic). Based on the TOC removal, the results shows that the degradation of biological pre-treated leachate follows a zero-order kinetic. After 5 h of sunlight exposure, 74% of COT is removed. The TOC removal is the best without any correction of the pH and at the TiO2 concentration of 2.5 g/L. The photocatalytic degradation of organic contaminants as well as the formation and disappearance of the by-products were followed by GC/MS. The solar photocatalysis processes induce several modifications of the matrix leading to more biodegradable forms: all the remaining and new compounds generated after the biological pre-treatment of leachate are degraded and other types of organics appear, mainly carboxylic acid, aliphatic hydrocarbons and phtalic acids. 相似文献
14.
Despite the well-known potential and performance of combined biological and ozonation processes for wastewater treatment, only few full-scale applications are published. Beside the synergistic effects of such process combination, which lead to oxidation of recalcitrant and inhibitory compounds or intermediates by enhancement of their biodegradability, the key for raising applicability is the improvement of the ozonation efficiency. An overview about the history and progress of full-scale applications, which deals with combined ozonation and biological treatment is given. Recently more than 40 applications exist, but many of them are not published. Therefore, a couple of selected not yet published applications have been mentioned in this paper. Landfill leachate and industrial wastewater treatment were mostly applicated, while treatment of municial wastewater treatment plant (WWTP) effluents are of increasing interest due to several advantages such as disinfection, decolourisation and removal of persistent dissolved organic carbon (DOC) for water re-use and groundwater recharge. 相似文献
15.
Biological nutrient removal model No.1 (BNRM1). 总被引:1,自引:0,他引:1
This paper presents the results of the work carried out by the CALAGUA Group on Mathematical Modelling of Biological Treatment Processes: the Biological Nutrient Removal Model No.1. This model is based on a new concept for dynamic simulation of wastewater treatment plants: a unique model can be used to design, simulate and optimize the whole plant, as it includes most of the biological and physico-chemical processes taking place in all treatment operations. The physical processes included are: settling and clarification processes (flocculated settling, hindered settling and thickening), volatile fatty acids elutriation and gas-liquid transfer. The chemical interactions included comprise acid-base processes, where equilibrium conditions are assumed. The biological processes included are: organic matter, nitrogen and phosphorus removal; acidogenesis, acetogenesis and methanogenesis. Environmental conditions in each operation unit (aerobic, anoxic or anaerobic) will determine which bacterial groups can grow. Thus, only the model parameters related to bacterial groups able to grow in any of the operation units of a specific WWTP will require calibration. One of the most important advantages of this model is that no additional analysis with respect to ASM2d is required for wastewater characterization. Some applications of this model have also been briefly explained in this paper. 相似文献
16.
Nitrogen input to our environment has increased tremendously during the last four decades. It has been recognized that most of the nitrogenous wastes are produced from animal farms and agro-industries, which discharge a large amount of nitrogen as well as organics. Various biological and physico-chemical means are considered or applied for nitrogen removal. Particularly, biological nitrite nitrification and denitrification, and struvite precipitation have received more attention as applicable processes for strong nitrogenous waste treatment. The advanced oxidation process appears to be more attractive than activated carbon adsorption in terms of the removal of refractory organics when a further treatment of biologically treated effluent is required. Technologies using membrane bioreactors were very effective for solids separation, while reverse osmosis was found to be efficient for water reuse purpose with sufficient removal of refractory organics and nitrogen along with biological treatment. Reuse or recycling of strong nitrogenous wastes and agro-wastewater will be a desirable direction for the future in order to prevent the nitrogenous and organic pollution. 相似文献
17.
渗滤液氨氮浓度高、难降解污染物质成分复杂,可生化性差。在预处理阶段,因地制宜地提高可生化性对渗滤液的后续生物处理是至关重要的。试验研究以黑石子垃圾渗滤液强化预处理-生物接触氧化处理技术为依托,研究强化预处理阶段对渗滤液可生化性提高所起的作用。得出以下结论:随强化预处理池DO的升高,CODCr、BOD5去除率升高,渗滤液可生化性在DO为0.7~0.9 mg/L范围内得到明显改善;随温度升高,预处理阶段对渗滤液的有机物去除率及可生化性都有明显的提高;随氨氮容积负荷升高,预处理阶段对渗滤液可生化性都明显的降低;pH值在8.0左右对渗滤液可生化性有明显的提高;随预处理池总磷浓度提高,渗滤液可生化性得到明显改善。 相似文献
18.
Removal efficiency of 66 pharmaceuticals during wastewater treatment process in Japan. 总被引:2,自引:0,他引:2
T Okuda Y Kobayashi R Nagao N Yamashita H Tanaka S Tanaka S Fujii C Konishi I Houwa 《Water science and technology》2008,57(1):65-71
Both biological treatment processes including conventional activated sludge (CAS) and biological nutrient removal (BNR) processes, and physico-chemical treatment processes including ozonation process and Title 22 process consisting of coagulation, sedimentation and filtration followed by UV or chlorination disinfection after the above biological processes, were compared from the viewpoint of removal efficiency. 66 pharmaceuticals including antibiotics, analgesics, psychoneurotic agents were measured with SPE-LC/MS/MS. 26 compounds out of 66 were detected in the influent ranging ng/L to microg/L order. Particularly, disopyramide, sulpiride, and dipyridamole that have been rarely detected before in the WWTP, occurred at concentration levels of more than 100 ng/L. The total concentration of the individual pharmaceuticals in the influent was efficiently removed by 80% during the biological treatment. But removal efficiencies of carbamazepine and crotamiton were less than 30%. The total concentration of the individual pharmaceuticals in the effluent from CAS process was 1.5 times higher than that from BNR process. Further, the total concentration of the individual pharmaceuticals in the discharge from WWTPs applying ozonation following activated sludge process was reduced to less than 20%. Physico-chemical treatment train called Title 22 treatment after CAS could not efficiently remove the pharmaceuticals. However, ozonation process followed by biological activated carbon process could efficiently reduce all the residual pharmaceuticals below their quantification limits. 相似文献