共查询到18条相似文献,搜索用时 187 毫秒
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湖泊及水库含藻水问题带有一定的普遍性,处理技术复杂,难度较大。因此,除藻技术的提高和发展显得越来越紧迫。膜处理技术在给水中的应用是水处理技术的重大突破,正逐渐成为21世纪水处理技术中最有发展前途的技术。本文以继承和吸收成熟技术,并将其工程化,以便及时解决具体问题为原则,根据国内外最新水质标准要求,提出了微滤膜与活性炭联用的除藻新工艺,并对除藻工艺方案确定原则、研究内容和目标,以及除藻工艺方案设计进行了详细分析说明。本文认为微滤膜技术在我国供水行业推广已经具备了较好的条件,在不断积累经验的基础上可以达到大规模工程应用。应用微滤膜与活性炭联用工艺解决富营养化水源水中藻类问题在技术上是成熟的,在经济上是可行的。 相似文献
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饮用水中蓝藻毒素污染研究进展 总被引:12,自引:0,他引:12
日趋严重的水体富营养化已成为全球性的环境问题,藻类及藻毒素给传统净水工艺带来了诸多不利影响,增加了水处理难度。对饮用水中蓝藻毒素去除技术进行了具体的论述,系统分析了各种技术的去除效果和局限性,并对藻毒素研究前景进行了展望。 相似文献
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研究了 5种国产活性炭吸附水中沙林的性能及影响因素。果壳质活性炭的吸附性能优于煤质活性炭。果壳活性炭WP 2 0 2的吸附等温线方程为 qe=11 45C0 39e ,其粉状炭在 10min时能达到吸附容量的 98%。活性炭颗粒小则吸附速度快 ,温度升高不利于吸附。活性炭与水中的氯反应后 ,吸附性能下降 3 0 % ,在含盐量 2 0 0 0mg/L的苦咸水中吸附量降低 5 %。处理化学战剂 -沙林染毒水宜多种水处理技术相结合 ,并采用活性炭吸附作为最后一级处理单元 相似文献
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研究了5种国产活性炭吸附水中沙林的性能及影响因素,果壳质活性炭的吸附性能优于煤质活性炭。果壳活性炭WP-202的吸附等温线方程为qe=11.45Ce^0.39,其粉状炭为10min时能达到吸附容量的98%。活性炭颗粒小则吸附速度快,温度升高不利于吸附。活性炭与水中的氯反应后,吸附性能下降30%,在含盐量2000mg/L的苦咸水中吸附量降低5%。处理化学战剂-沙林染毒水宜多种水处理技术相结合,并采用活性炭吸附作为最后一级处理单元。 相似文献
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城市污水厂出水直接进入天然水体、或经过深度处理后回用于灌溉、补充景观水体和回灌地下水,均需要进行安全性评价.针对北京市北小河污水处理厂出水经过深度处理后回用于奥运公园的安全性,比较了不同深度处理工艺对营养盐(氮、磷)总量和不同形态的去除效果.研究表明,二级处理本身对氮磷的去除效果十分有限,回用水需经过深度处理.在所研究的生物活性炭吸附、微滤、超滤、反渗透以及上述技术的组合工艺中,使用超滤和反渗透联用的工艺路线对脱氮除磷的效果较为理想,其他工艺对去除氮磷的效果十分有限. 相似文献
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不同深度处理工艺去除污水处理厂出水中氮磷的比较研究 总被引:2,自引:0,他引:2
城市污水厂出水直接进入天然水体、或经过深度处理后回用于灌溉、补充景观水体和回灌地下水,均需要进行安全性评价.针对北京市北小河污水处理厂出水经过深度处理后回用于奥运公园的安全性,比较了不同深度处理工艺对营养盐(氮、磷)总量和不同形态的去除效果.研究表明,二级处理本身对氮磷的去除效果十分有限,回用水需经过深度处理.在所研究的生物活性炭吸附、微滤、超滤、反渗透以及上述技术的组合工艺中,使用超滤和反渗透联用的工艺路线对脱氮除磷的效果较为理想,其他工艺对去除氮磷的效果十分有限. 相似文献
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微波在环境污染治理工程中的应用 总被引:2,自引:0,他引:2
微波加热技术在环境污染治理中正逐步得到应用。本文主要介绍了微波加热技术的基本原理和优缺点及近年来微波加热技术在污染土壤的修复、废物处理、活性炭再生和废气处理等领域的应用进行综述 ,并与传统的处理技术进行比较 ,分析该技术进一步推广应用的限制因素 ,同时对该技术今后在环境污染治理工程中应用的发展方向进行了预测 相似文献
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N.P. Thacker M.V. Vaidya M. Sipani A. Kalra 《Journal of environmental science and health. Part. B》2013,48(4):483-496
Abstract Granular activated carbon adsorption is one of the reliable and effective means of removing organochlorine pesticides from water. Continuous stirred tank and fix bed reactor systems were used for the screening of indigenous granular activated carbons in the removal of organochlorine pesticides from water at low microgram levels in simulated samples. The carbon dose reguired to treat raw water at initial concentrations of 5–10 ug/1 of Y‐HCH, p,p'‐DDT and p,p'‐DDE to <2 ug/1 potable level was computed. Data leads to the development of a tap attachable water treatment unit for pesticides removal for applications on domestic scale. 相似文献
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为探索焦化废水深度处理新途径,采用了焦粒、活性炭负载Mn(NO3)2和Zn(NO3)2化合物粒子电极为第3极的三维电极反应器对二级生化处理后的焦化废水进行深度处理。考察了焦化废水中有机物去除的影响因素及处理效果,并探讨了有机物的降解动力学。结果表明,以焦粒为载体的粒子电极三维电极系统在pH为6.5,电导率为4 580μS/cm,电流密度为16 mA/cm2,投加量大于25 g/L时,降解20 min,COD去除率超过35%以上。焦化废水的降解的动力学研究表明,焦化废水降解符合表观一级反应动力学规律。该研究可为三维电极反应器在焦化废水深度处理工程应用中提供参数依据。 相似文献
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Arsenic removal from water by chemisorption filters 总被引:2,自引:0,他引:2
The concept of multiple separation by chemisorptive filters was applied and investigated in the process of arsenic removal from water. Chemisorption filters were made by the paper manufacturing method and consisted of cellulose, cationic and anionic ion exchangers, activated carbon and a corresponding chemical agent. In this work chemisorption filters were activated with Ag+, Mg2+, Cu2+, Al3+ and Fe3+ ions, and their chemical contribution to total arsenic removal from the water was analyzed. It was concluded that Cu2+ ions exhibited the best removal effect. Using a chromatographic continuous system with multifunctional filters, which combines the effects of adsorption, ion exchange and filtration, a decrease in the arsenic concentration was determined; for an active layer of 8 mm and a contact time of 2 s it was more than 1000-fold. All processes were performed in batch and chromatographic continuous systems under equilibrium or dynamic conditions. The results of the investigations have shown that arsenic removal is valence dependent (the removal of pentavalent arsenic was more effective). The initial concentration, pH and pollutants in anionic forms, which affected the selectivity, were important for all the processes investigated. The mechanisms of pollutant removal were determined on the basis of measurements of active Cu2+ ion propagation inside the filter structure. By correlating the front propagation of active ions and the pollutant output concentration a more exact model for the removal process was obtained. 相似文献
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The Cheng-Ching Lake Water Treatment Plant (CCLWTP) is the main supplier of domestic water for the Greater Kaohsiung area, the second largest metropolis in Taiwan. Biological activated carbon (BAC) filtration is one of the major treatment processes in CCLWTP. The objectives of this study were to evaluate the effectiveness of BAC filtration on water treatment in the studied advanced water treatment plant and its capability on pollutants [e.g., AOC (assimilable organic carbon), bromide, bromate, iron] removal. In this study, water samples from each treatment process of CCLWTP were collected and analyzed periodically to assess the variations in concentrations of AOC and other water quality indicators after each treatment unit. Moreover, the efficiency of biofiltration process using granular activated carbon (GAC) and anthracite as the fillers was also evaluated through a column experiment. Results show that the removal efficiencies for AOC, bromide, bromate, and iron are 86% 100%, 17%, and 30% after the BAC filter bed, respectively. This indicates that BAC filtration plays an important role in pollutant removal. Results also show that AOC concentrations in raw water and effluent of the CCLWTP are approximately 143 and 16 microg acetate-Cl(-1), respectively. This reveals that the treatment processes applied in CCLWTP is able to remove AOC effectively. Results of column study show that the AOC removal efficiencies in the GAC and anthracite columns are 60% and 17%, respectively. Microbial colonization on GAC and anthracite were detected via the observation of scanning electron microscopic images. The observed microorganisms included bacteria (rods, cocci, and filamentous bacteria), fungi, and protozoa. Results from this study provide us insight into the mechanisms of AOC removal by advanced water treatment processes. These findings would be helpful in designing a modified water treatment system for AOC removal and water quality improvement. 相似文献