共查询到19条相似文献,搜索用时 109 毫秒
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催化氧化法在钻井废水处理中的应用 总被引:10,自引:1,他引:10
在油气田深井钻探过程中产生的钻井液,经固-液分离处理后产生的废水具有化学需氧量高、色度高、矿化度高、含油量高等特点,须进一步进行处理。采用Fenton试剂对钻井废水进行了催化氧化处理实验。结果表明,处理后, 废水中化学需氧量(COD)去除率可达82%,色度去除率为98.5%。H2O2/Fe2+投量摩尔比、H2O2/初始COD摩尔比、pH值和反应时间对废水COD、色度的去除率均有较大影响。用Fenton试剂催化氧化工艺处理聚磺体系钻井废水还具有处理效率高、操作简便、适用范围广等优点。 相似文献
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UV/Fenton法处理高浓度香料废水的试验研究 总被引:6,自引:1,他引:6
研究了UV/Fenton法处理高浓度废水的新技术以及有关影响因素。试验:pH在2-4,COD/H2O2=1:1.5,Fe^2 浓度为1.7g/L的条件下,反应时间90min,COD去除率可达99.6%。 相似文献
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染料废水物理化学处理技术的现状与进展 总被引:13,自引:3,他引:13
本文按吸附、膜滤、混凝、氧化刑、离子交换、Fenton试剂、光催化氧化、湿式氧化、电化学等方法分别论述了染料废水物理化学处理技术的现状和发展趋势。 相似文献
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光助氧化技术在水处理中应用 总被引:5,自引:0,他引:5
对UV/H2O2技术、UV/O3技术、UV/O3/H2O2技术、photo—Fenton技术以及UV/TiO2技术进行了总结,对不同技术的原理、研究进展及应用进行了评述,并对今后光助氧化技术的研究方向提出了一些建议。 相似文献
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Fenton及电-Fenton处理难降解有机废水技术 总被引:1,自引:0,他引:1
Fenton法与电-Fenton法属于高级氧化技术(Advanced Oxidation Technologjes,AOTs),是由H2O2与催化剂Fe2 所构成的氧化体系.在Fenton体系中,H2O2在Fe2 的催化剂作用下,能产生两种活泼的氢氧自由基(HO2·和·OH),从而引发和传播自由基链反应,加快有机物和还原性物质的氧化.本文简要介绍了Fenton法与电-Fenton反应的机理和应用在催化氧化难降解废水领域中的处理技术及研究进展. 相似文献
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楼静 《中国环境管理干部学院学报》2004,14(3):38-39
利用由O2和Fenton试剂组成的类Fenton系统处理对氨基苯磺酸废水,取得了很好的降解效果.当FeSO4(10g/L)投加量为1.2mL、H2O2(3%)投加量为3mL时,COD去除率可达到70%. 相似文献
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《中国环境管理干部学院学报》2017,(3)
系统分析了各种改进的Fenton氧化技术对有机物的降解机理,概述了近年来改进的Fenton法在处理难降解的有机废水中的应用进展,并展望了改进Fenton氧化技术未来的发展趋势和研究重点,以期为Fenton氧化技术在处理难降解有机废水中的研究和应用提供参考。 相似文献
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Fenton氧化法在废水处理中的应用 总被引:11,自引:0,他引:11
Fenton氧化技术在水处理中的运用正得到越来越多的关注,本文总结了Fenton氧化技术的发展和研究现状,包括Fenton试剂反应机理,影响因素(pH,[Fe^2 ]/[H2O2],反应温度,投加方式,化学絮凝),反应动力学,改良形式等,并认为Fenton氧化技术是一种很有应用前景的废水处理技术。 相似文献
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Durán A Monteagudo JM Sanmartín I García-Peña F Coca P 《Journal of environmental management》2009,90(3):1370-1376
The aim of this work was to improve the quality of aqueous effluents coming from the Gasification Unit in an Integrated Gasification Combined Cycle (IGCC) Thermoelectric Power Station, with the purpose of fulfilling the future more demanding normative. To this end, an integral wastewater treatment including coagulation, flocculation, neutralization, photocatalytic oxidation, and ion-exchange has been studied. A final scheme has been proposed to remove pollutants. All the parameters of the treated wastewater are below pouring specifications. In the first stage, the wastewater was treated with CaCl2 (optimal dose=11 g CaCl2/g F-) as coagulant and a commercial anionic polyelectrolyte (optimal dose=0.02 g/g F-) as flocculant to remove fluoride ions (99%) and suspended solids (92%). The water was then neutralized, improving the degree of transmission of ultraviolet light, allowing the faster photo-degradation of pollutants. The photochemical study included different systems (H2O2, UV/H2O2, Fenton, Fenton-like, UV/Fenton, UV/Fenton-like and UV/H2O2/O2). In the Fenton-like system, the influence of two parameters (initial concentration of H2O2 and amount of Cu(II)) on the degradation of cyanide and formate (taken as the reference of the process) was studied. Experimental results were fit using neural networks (NNs). Results showed that the photocatalytic process was effective for total cyanide destruction after 60 min, while 180 min was needed to remove 80% of formates. However, a more simple system with UV/H2O2/O2 yields similar results and is preferred for industrial application due to fewer complications. Finally, an ion-exchange process with Amberlite IRA-420 was proposed to remove the excess of chlorides added as a consequence of the initial coagulation process. 相似文献
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Fenton氧化法在处理难降解有机污染物时具有独特的优势,是一种很有应用前景的废水处理技术。在阐述传统Fenton氧化、光Fenton氧化、电Fenton氧化技术的基础上,介绍了三种氧化技术在难降解有机废水处理中的应用现状,并对其在废水处理中的优势、存在问题和研究方向作出了系统评述。 相似文献
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Gkhan Ekrem Üstün Seval Kutlu Akal Solmaz Akn Birgül 《Resources, Conservation and Recycling》2007,52(2):425-440
Regeneration studies of wastewater effluent from an organized industrial district (OID) for possible reuse in textile industry as process water was investigated. Advanced treatment methods including Fenton process, polyaluminium chloride (PAC) coagulation and ion exchange were applied on OID effluent. In Fenton process removal efficiencies for suspended solids (SS), chemical oxygen demand (COD), SAC436 (spectral absorption coefficient), SAC525 and SAC620 were determined 61%, 36%, 35%, 49% and 67%, respectively. After Fenton process, wastewater samples were coagulated with PAC. Optimum removal efficiencies for SS, COD, Fe ion, SAC436, SAC525 and SAC620 were determined 83%, 18%, 93%, 32%, 36% and 58%, respectively. Ion exchange experiments were conducted on chemically coagulated wastewater samples to improve the quality of wastewater. Optimum dosage of resins was determined. The experiments revealed that 1:1 resin ratio (20 mL H-type resin:20 mL OH-type resin) gave the best removal rates for the parameters considered in this study. Study results indicated that quality of the wastewater was suitable for the process water characteristics of textile industry and unit wastewater treatment cost was determined as 2.54 €/m3. 相似文献
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Optimization of Fenton's oxidation of chemical laboratory wastewaters using the response surface methodology 总被引:6,自引:0,他引:6
Establishing a treatment process for practical and economic disposal of laboratory wastewaters has become an urgent environmental concern of the Department of Chemical Engineering of the Universidade Estadual de Maringá (State University of Maringá), Brazil. Fenton and related reactions are potentially useful oxidation processes for destroying toxic organic compounds in water. In these reactions, hydrogen peroxide is combined with ferrous or ferric iron in the presence or absence of light to generate hydroxyl radicals (.OH). The feasibility of Fenton's reagent to treat waste chemicals from an academic research laboratory was investigated in this study. A response surface methodology was applied to optimize the Fenton oxidation process conditions using chemical oxygen demand (COD) removal as the target parameter to optimize, and the reagent concentrations, as related to the initial concentration of organic matter in the effluent, and pH as the control factors to be optimized. Maximal COD removal (92.3%) was achieved when wastewater samples were treated at pH 4 in the presence of hydrogen peroxide and iron in the ratios [COD]:[H2O2]=1:9 and [H2O2]:[Fe2+]=4.5:1. Under these conditions, it was possible to obtain simultaneously maximal COD removal and minimal chemical sludge after treatment, which is a residue that needs further processing. 相似文献