共查询到20条相似文献,搜索用时 109 毫秒
1.
2.
3.
采用污泥活性炭处理亚甲基蓝模拟染料废水,研究了模拟废水初始浓度、污泥活性炭投加量、pH值、水浴吸附时间等因素对染料废水的脱色率和COD去除率的影响,探讨污泥活性炭处理染料废水的适宜工艺条件。实验结果表明:随着染料废水初始浓度的增大,脱色率和COD去除率均表现出下降趋势;随着污泥活性炭投加量的增加,脱色率和COD去除率效果均十分明显;随着模拟废水pH值的增大,其脱色率基本呈现增大趋势,而COD去除率则先增大后减小,当pH在7.6~7.8时,脱色率与COD去除率均出现最大值;在延长水浴时间的同时,脱色率和COD去除率均表现出较好的效果。本实验处理染料废水的适宜条件为:染料废水的初始浓度为2.5mg/L,调节染料废水的pH值7~8,加入0.8g污泥活性炭,30℃条件下2h。 相似文献
4.
内电解-厌氧-好氧工艺处理制药废水试验研究 总被引:2,自引:0,他引:2
采用“内电解-厌氧-好氧”工艺处理混合制药废水,试验证明:在厌氧段HRT=120h,好氧段HRT=48h条件下,当混合废水进水CODcr约为18600mg/L时.总COD去除率可达90%以上,出水达到GB8978-96二级排放标准。 相似文献
5.
6.
文章主要研究在厌氧、好氧、厌氧/好氧条件下,通过采用活性污泥法生物降解活性染料C.I.活性黄145,从而了解该染料生物降解的特性。研究结果表明,在无外加碳源,染料浓度100 mg/L条件下,厌氧、好氧、厌氧/好氧条件下染料去除率均低于9.1%,而在外加碳源之后染料去除率明显升高,厌氧条件下染料去除率为90%。厌氧条件下能够处理更高浓度染料废水,染料浓度700 mg/L,去除率50%;好氧条件下染料浓度50~200 mg/L,染料去除率66%~12.7%;厌氧/好氧时染料去除率在厌氧段高。紫外-可见全波段扫描可知,在厌氧条件下染料在224 nm、256 nm、289 nm、416 nm的特征吸收峰或是降低或是消失。 相似文献
7.
8.
9.
10.
膜生物反应器与SBR法处理染料废水的比较 总被引:3,自引:0,他引:3
本文通过对浸没式膜生物活性炭反应器(SMBACR)与SBR法处理染料废水的实验结果的比较和讨论。结果表明,在同样的水质条件下,膜生物反应器对染料废水的处理效果明显优于SBR法,对于CODCr1000mg/L左右的活性黑和活性黄废水,在好氧HRT48h的条件下,SMBACR的CODCr去除率和脱色率可达95%以上。 相似文献
11.
This study investigated the treatment of an azo dye, as a biorecalcitrant model, from industrial wastewater by using Cu/Mg/Al-chitosan in a fluidized catalyst-bed reactor. A number of variables were used to study the impact they had on the oxidation process involving azo dye. The maximum degradation of the azo dye was achieved at 7 g Cu/Mg/Al-chitosan. The chloride and sulfate ions had a synergistic effect on azo dye removal. The oxidation of the azo dye under the selected conditions was of pseudo-first-order. Textile wastewater could effectively be treated using a low concentration of about 7 g of Cu/Mg/Al-chitosan in a short hydraulic retention time of 10 min. The use of Cu/Mg/Al-chitosan demonstrated a promising method to eliminate the azo dye from the wastewater. 相似文献
12.
13.
TiO2光催化氧化降解偶氮染料废水的研究 总被引:3,自引:0,他引:3
李娄刚 《化学工业与工程技术》2008,29(2):11-14
以偶氮染料直接耐酸大红4BS模拟废水为研究对象,以TiO2为光催化剂,紫外灯作光源(80W),探究了不同TiO2催化剂的用量、光照时间、溶液初始pH值及废水初始质量浓度等因素对偶氮染料废水降解率的影响。实验结果表明,偶氮染料直接耐酸大红4BS废水的最佳处理条件为:TiO2催化剂质量浓度1.2g/L,光照时间120min,初始pH值10,废水初始质量浓度20mg/L。在最佳处理条件下,对某染料厂的实际工业废水样进行了降解率的测定,得出其降解率在90%以上。 相似文献
14.
偶氮类染料废水处理技术的研究进展 总被引:1,自引:0,他引:1
染料的使用伴随着大量有机废水的产生,不但对环境保护带来巨大的威胁还危及人类的身体健康。在印染工艺中,偶氮类染料是应用最广泛的一类合成染料。综述了国内外偶氮类染料废水处理技术的研究现状,对物理法、化学法、生物法在偶氮类染料废水处理中的应用进行了简要介绍,并阐述了各种方法的作用机理。根据绿色化学的要求对现有处理技术进行改进,以提高偶氮类染料废水的处理效率使其达标排放。 相似文献
15.
光降解偶氮染料的研究进展 总被引:11,自引:0,他引:11
本文对偶氮染料废水的处理方法,TiO2光催化氧化法降解染料废水的机理,以及提高偶氮染料废水光催化氧化效率的途径进行了综述,重点对国内外偶氮染料废水光催化氧化技术的最新研究进展进行了分析,并展望了TiO2光催化氧化降解偶氮染料废水今后发展的方向和趋势。 相似文献
16.
17.
Oxidation reduction potential (ORP) changes were monitored during the course of the remediation of four wastewater matrices by metallic iron (Fe0) based on a batch fluidized bed reactor. Two of these matrices contained azo dyes (Acid Orange II and Acid Blue 113), another contained pentachlorophenol and the fourth was an authentic dyewaste. For the azo dye Acid Orange II ORP was found to follow the same trend as the dye concentration ([AOII]), decreasing exponentially with time over the course of the remediation. Change in ORP was found to be directly proportional to [AOII] and to follow a logarithmic relationship with [Fe2+]2[aa]2[AOII]–1, indicating a Nernstian behaviour. It is concluded that the ratio of remediation products to reactants can be determined directly by monitoring changes in ORP. The electrochemical conditions that influence corrosion were found to control remediation, consistent with the remediation being driven by anaerobic corrosion and predicted from potential–pH Pourbaix diagrams. 相似文献
18.
19.
Umesh K Khare Purnendu Bose Padma S Vankar 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》2007,82(11):1012-1022
BACKGROUND: Aqueous solutions of four azo‐dyes, Acid Red 14 (AR14), Congo Red (CR), Reactive Black 5 (RB5), and Reactive Violet 5 (RV5) were treated with ozone, and the impact of ozonation on their subsequent treatability by aerobic biodegradation processes was investigated. RESULTS: In all cases, ozonation at the highest ozone doses investigated could remove more than 96% of the original dye, and the corresponding residual colour of the azo dye solutions declined to less than 20 on the Pt‐Co scale. Ozonation also resulted in reduction of chemical oxygen demand (COD), total organic carbon (TOC) the COD/TOC ratio and pH, while in all cases electrical conductivity of the dye solutions increased. Activity of the microbial colonies present in domestic wastewater was not inhibited when un‐ozonized solutions of these dyes were mixed in a 1:1 volumetric ratio with domestic wastewater, although the dyes themselves were not degraded. Also, no significant inhibition of microbial activity was observed in 1:1 mixtures of ozonized dye solutions and domestic wastewater, especially when the initial dye concentration was low and the applied ozone dose was high. In almost all cases, progressively enhanced BOD exertion was observed in mixtures containing dye solutions ozonized with progressively higher doses. This indicated that some ozonation by‐products of the above dyes could be degraded by microorganisms present in domestic wastewater. CONCLUSIONS: It was concluded that the above dye solutions, after ozonation for partial or complete colour removal, could be mixed with domestic wastewater for subsequent treatment by aerobic biological processes, with no adverse impact on the activity of the microbial colonies present in domestic wastewater. Copyright © 2007 Society of Chemical Industry 相似文献