Fenton氧化与铁炭微电解组合预处理DMF废水

对COD表征模拟废水中DMF去除率的可行性进行了探讨。在此基础上,分别对铁炭微电解、Fenton氧化-铁炭微电解和铁炭微电解-Fenton氧化组合工艺对DMF废水的处理效果进行分析,结果表明,Fenton氧化-铁炭微电解工艺的处理效果较好。在pH=5,反应时间为1 h,FeSO4·7H2O投加量为1 000 mg/L、H2O2投加量为2.67 mL/L和不曝气的最佳反应条件下,Fenton氧化-铁炭微电解工艺对实际废水和废液中COD的去除率分别达到66.67%和72.22%,从而验证了该工艺处理DMF废水的可行性。此外,Fenton氧化处理DMF废水过程实际上是将酰胺基团和羰基的不饱和双键氧化分解的过程。     

A full-scale sequencing batch reactor system for swine wastewater treatment

A full-scale sequencing batch reactor (SBR) system was evaluated for its ability to remove carbon and nitrogen from swine wastewater. The SBR was operated on four, six-hour cycles each day, with each cycle consisting of 4.5 hours of “React,” 0.75 hours of “Settling”, 0.75 hours for “Draw” and “Fill.” Within each cycle, an amount of wastewater equivalent to about 5% of the reactor volume (5,500 litres) was removed and added. The SBR system was able to remove 82% of biochemical oxygen demand (BOD) and more than 75% of nitrogen. Even though the SBR effluent, with an average effluent BOD₅ of about 588 mg L^{? 1}, did not meet the discharge criteria, it enabled a reduction of the land base required for land application of swine wastewater by about 75%. Results indicated that the SBR system was a viable method for the treatment of swine wastewater.     

Comparison of Fenton and Photo-Fenton Processes for Livestock Wastewater Treatment

In this study, the photochemical degradation of livestock wastewater was carried out by the Fenton and Photo-Fenton processes. The effects of pH, reaction time, the molar ratio of Fe^{2 +}/H₂O₂, and the Fe^{2 +} dose were studied. The optimal conditions for the Fenton and Photo-Fenton processes were found to be at a pH of 4 and 5, an Fe^{2 +} dose of 0.066 M and 0.01 M, a concentration of hydrogen peroxide of 0.2 M and 0.1 M, and a molar ratio (Fe^{2 +}/H₂O₂) of 0.33 and 0.1, respectively. The optimal reaction times in the Fenton and Photo-Fenton processes were 60 min and 80 min, respectively. Under the optimal conditions of the Fenton and Photo-Fenton processes, the chemical oxygen demand (COD), color, and fecal coliform removal efficiencies were approximately 70–79, 70–85 and 96.0–99.4%, respectively.     

Treatment of wastewater from red and tropical fruit wine production by zeolite anaerobic fluidized bed reactor

A study of the anaerobic treatment of wastewaters derived from red (RWWW) and tropical fruit wine (TFWWW) production was carried out in four laboratory-scale fluidized bed reactors with natural zeolite as bacterial support. These reactors operated at mesophilic temperature (35°C). Reactors R1 and R2 contained Chilean natural zeolite, while reactors R3 and R4 used Cuban natural zeolite as microorganism support. In addition, reactors R1 and R3 processed RWWW, while reactors R2 and R4 used TFWWW as substrate. The biomass concentration attached to zeolites in the four reactors studied was found to be in the range of 44–46 g volatile solids (VS)/L after 90 days of operation time. Both types of zeolites can be used indistinctly in the fluidized bed reactors achieving more than 80%–86% chemical oxygen demand (COD) removals for organic loading rates (OLR) of up to at least 20 g COD/L d. pH values remained within the optimal range for anaerobic microorganisms for OLR values of up to 20 and 22 g COD/L d for RWWW and TFWWW, respectively. Toxicity and inhibition levels were observed at an OLR of 20 g COD/L d in reactors R1 and R3 while processing RWWW, whereas the aforementioned inhibitory phenomena were not observed at an OLR of 24 g COD/L d in R2 and R4, treating TFWWW as a consequence of the lower phenolic compound content present in this substrate. The volatile fatty acid (VFA) levels were always lower in reactors processing TFWWW (R2 and R4) and these values (< 400 mg/L, as acetic acid) were lower than the suggested limits for digester failure. The specific methanogenic activity (SMA) was twice as high in reactors R2 and R4 than in R1 and R3 after 120 days of operation when all reactors operated at an OLR of 20 g COD/L d.     

Effects of the organic matter from swine wastewater on the adsorption and desorption of alachlor in soil

The application of swine wastewater to the soil for agricultural purposes results in the addition of total and dissolved organic matter to the soil, which may interfere with the dynamics of pesticides in the soil. The objective of this study was to evaluate the effects of the application of total and dissolved organic matter from a biodigester and a treatment lagoon of swine wastewater in the adsorption and desorption of alachlor [2-chloro-2,6-diethyl-N(methoxymethyl acetamide)]. The assay was performed by the batch equilibrium method, and the results were fitted to the Freundlich model. The curve comparison test revealed a greater adsorption of alachlor in the soil treated with swine wastewater from the biodigester. The adsorption and desorption of alachlor increased in the soils where swine wastewater was added, and hysteresis was observed in all of the treatments.     

PPP机制在城市污水处理行业中的应用

PPP模式作为公共部门与私人企业合作的一种模式,可以有效地缓解基础设施建设资金紧张的状况,是一种基于双赢或多赢理念基础上而形成的模式,目前已被许多国家广泛采用。在我国推行公用事业市场化改革的背景下,该模式具有广阔的应用前景。本文分析了该模式在我国城市污水处理行业中应用的主要形式,以及该模式在我国现实环境下面临的风险、存在的问题和相应的解决办法,并为政府推进PPP模式的应用提供了相关的建议。     

CaCl2盐度对活性污泥性能影响的研究

针对某企业高含盐有机生产废水,采用传统活性污泥法,实验研究了氯化钙盐度对活性污泥性能的影响,分别研究了盐度对有机物的去除能力、活性污泥中微生物的耗氧速率、活性污泥的结构和沉淀效果及对菌胶团中微生物生态的影响。结果表明,当氯化钙盐度从0mg/L升高到40000mg/L的时候,废水中COD的去除率由92.9%降低到56%,活性污泥的耗氧速率下降,菌胶团的微生物种类也随之减少,MLVSS/MLSS下降,活性污泥中的无机成分增加,沉淀性能增强,菌胶团也更为致密。     

污泥厌氧消化预处理技术综述

全球环境问题已成为国际社会关注的焦点,围绕全球气候变化,降低温室气体排放,寻求再生能源,节能减排已成为目前国际科技发展的方向。通过"十一五"污水处理厂的建设,每年污泥产量已接近3000万吨(含水率80%脱水污泥计)以上,且以每年10%的速度递增。其处理与处置是制约社会经济发展的重要问题。但是,城市污泥蕴含有大量生物质能,通过借鉴国外先进技术与经验,开发城市污泥生物质能提取和利用技术,对我国节能减排具有重要战略意义。由于细胞壁的存在,使得污泥水解成为限制厌氧消化效率的重要瓶颈,而污泥强化预处理可有效提高污泥细胞壁的破坏,溶出胞内有机物,最大化回收剩余污泥中的有机能源。目前,预处理技术较多,如超声波预处理、热处理、微波预处理、碱解处理、臭氧预处理等,本文从物理、化学等角度分析了不同预处理对厌氧消化技术的影响。     

MBR法/高级氧化技术在中水处理中研究进展

膜生物反应器(MBR)作为一种新型高效的污水处理方法,正受到人们的广泛关注。同时由于高级氧化技术在处理污水过程中无二次污染、易控制,与其他处理过程相结合可提高处理能力,降低处理成本等优点也备受研究者亲睐。本文系统介绍了MBR法的定义、分类、优势及其发展趋势,并对高级氧化技术和中水做了简单说明,阐述了高级氧化技术在膜生物反应器(MBR)中的应用,同时列举了两种工艺相结合在中水处理领域中的作用和地位。     

光催化氧化处理低浓度含醇废水实验

室内实验了TiO2紫外光催化氧化处理废水中的低浓度甲醇。通过对TiO2催化剂活性及添加方式、溶液pH、紫外光强与催化剂加量等参数优化,在TiO2加入浓度为300mg/L和120 W紫外灯照射条件下,对6.8L甲醇浓度为2.77%的低浓度含醇废水持续处理70min后,废水中的甲醇去除率可达98.31%。该实验为进一步处理低浓度含醇废水提供了方法依据。