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1.
铁炭微电解/Fenton试剂预处理土霉素废水的研究   总被引:10,自引:3,他引:7  
研究了铁炭微电解/Fenton试剂法工艺对高浓度难生化处理的土霉素废水预处理效果.结果表明,当原水COD在6 000 mg/L、pH值为2.2时,铁炭微电解反应时间为80 min,铁炭微电解对原水COD的去除率>40%;铁炭微电解出水再投加220 mg/L的H2O2(30%)进行Fenton试剂法处理,常温下反应50 min对原水COD的去除率可提高到75%以上.铁炭微电解 Fenton试剂联合工艺的处理效果好、运行稳定、成本低廉,适宜对难降解的土霉素废水的预处理.  相似文献   

2.
采用高温烧结型微电解填料预处理煤制油废水,通过正交实验研究了初始pH、微电解时间及曝气强度等对废水的预处理影响。结果表明,微电解影响因素从大到小依次为:微电解时间pH曝气强度;微电解预处理煤制油废水的最佳工艺参数为:初始pH 4.0,微电解90 min,气水比3∶1充氧曝气;通过平行实验,COD平均去除率及出水水质分别为54.7%和1 773 mg/L,废水生物毒性指标EC50由原水12.5%的高毒性转化成48.3%的中毒性,为后续生化系统的正常运行提供了有利条件,是预处理煤制油废水的有效方法之一。  相似文献   

3.
以微电解和催化氧化技术作为预处理,采用双循环厌氧反应器、生物接触氧化以及曝气生物滤池工艺,处理吡啶类医药废水,出水各项指标均达到了国家排放标准《污水综合排放标准》(GB8978-1996)的一级标准。其中双循环厌氧反应器,处理经预处理后的医药废水时,容积负荷可达8.6 kg COD/(m3·d),COD去除效率可达83.8%。  相似文献   

4.
铁炭微电解-水解酸化-接触氧化法处理有机硅废水的研究   总被引:7,自引:3,他引:4  
针对有机硅废水的特性,采用铁炭微电解预处理、水解酸化和接触氧化组合工艺处理有机硅废水。废水经铁炭微电解预处理后COD去除率达40%;水解酸化处理后COD去除率达30%;接触氧化处理后COD去除率达70%;当系统进水COD为750 mg/L时,经过组合工艺处理后,出水COD可降至100 mg/L以下,达到了工业废水排放标准。  相似文献   

5.
铁炭微电解工艺处理采油废水的研究   总被引:2,自引:1,他引:1  
随着采油废水产生量的逐渐增大以及排放标准的日益严格,寻找一种经济、高效的处理方法显得十分必要。采用铁炭微电解技术对冀东油田采油废水进行了处理。考察了铁屑粒径、pH值、Fe/C质量比和反应时间对COD去除率的影响并设计了正交实验,结果表明,影响微电解工艺的因素主次关系为:pH>Fe/C质量比>反应时间,在最佳条件pH=5,Fe/C质量比为7∶1,反应时间50 min下,原水COD由170 mg/L降至95.6 mg/L,去除率达43.85%,出水满足国家二级排放标准。  相似文献   

6.
实验利用铁碳微电解对印染废水二级生化出水进行深度处理研究,结果表明,该工艺可使COD从120 mg/L降至60 mg/L以下,达到《城镇污水处理厂污染物排放标准》(GB 18918-2002)一级B排放标准。通过微生物生长曲线、乳酸脱氢酶(LDH)释放、活性氧物质(ROS)产生水平等检测手段,对比深度处理前后废水的生物毒性。结果表明:印染废水经深度处理后对大肠杆菌的生长抑制明显减弱;进水导致大肠杆菌的LDH释放量和ROS产生水平分别为空白的2.4和28.9倍,深度处理后分别下降至1.8和6.9倍;另外,毒性较大的双酚A和2,4-二氨基甲苯在深度处理过程被降解。可知,铁碳微电解具有毒性削减作用。然而,出水中含有的某些污染物使其仍表现出一定的生物毒性。  相似文献   

7.
太阳光Fenton法处理垃圾渗滤液中有机污染物   总被引:7,自引:1,他引:6  
研究利用太阳光Fenton法处理垃圾渗滤液。根据太阳光辐射强度随时间的变化规律,选择重庆7、8月份的晴天,在中午12:00到下午14:00时进行试验,研究太阳光辐射时间、pH值、Fenton试剂用量对垃圾渗滤液COD去除率的影响。研究结果表明:太阳光Fenton法对垃圾渗滤液的COD有较好的去除效果,COD去除率达86.2%。太阳光Fenton法处理垃圾渗滤液的优化条件是:日光辐射时间为120 min,pH值为2.5,Fe2+浓度为5 mmol/L,H2O2浓度为570 mmol/L。同时,论文还对太阳光Fenton法处理垃圾渗滤液的动力学进行分析。研究结果显示:太阳光Fenton法处理垃圾渗滤液,其表观动力学方程为-dC/dt=2.6×10-8×P1.92×F1.79×E1.67。  相似文献   

8.
垃圾渗滤液处理工艺中有机污染物的三维荧光光谱   总被引:8,自引:2,他引:6  
利用荧光发射和三维荧光光谱研究了三峡库区某垃圾堆场的渗滤液及其处理工艺出水溶解性有机质(DOM)的荧光光谱特性。堆场渗滤液的DOM含有类酪氨酸、色氨酸及紫外区类富里酸,特征荧光峰中心位于Ex/Em=275 nm/305 nm,为高激发波长类酪氨酸,与前人的研究结果并不一致,这可能与垃圾的堆放期有关。渗滤液和各处理工艺出水的荧光指数f450/500均大于1.9,表明腐殖质主要为微生物源。渗滤液在处理前后荧光峰特征和强度均发生明显改变,类蛋白荧光强度与DOC值变化趋势基本一致。生化处理工艺中,类蛋白荧光强度降低了66.4%~95.5%,紫外区类富里酸荧光强度只降低了28.8%,显示类蛋白质具有良好的可生化性,而类富里酸相对较难生化降解。三维荧光光谱能反映渗滤液处理过程中污染物的种类、性质和数量等变化信息,能快速地进行定性分析、定量评价。  相似文献   

9.
研究了微曝气Fenton氧化法关键工艺参数对模拟双酚A(BPA)废水处理效果的影响,并从活性污泥性质和污染物去除率两方面,采用膜生物反应器(membrane bioreactor, MBR)对微曝气Fenton氧化法的处理效果进行了实验验证,为实现BPA废水的生物处理奠定基础。结果表明,初始pH值、反应时间、H2O2/COD(质量浓度比)、H2O2/Fe2+ (摩尔浓度比)、反应温度及曝气量均对预处理效果有较大影响,在最佳条件下,COD去除率可达70%,BOD/COD值则由原废水的0.02提高到0.50以上。MBR处理上述出水的结果表明,经微曝气Fenton氧化处理BPA的废水,可较好地适应后续的生化处理。  相似文献   

10.
水平潜流人工湿地系统处理微污染原水的研究   总被引:5,自引:1,他引:4  
采用水平潜流人工湿地系统处理微污染原水,同时考察了水力停留时间、温度、水力负荷以及植物的生长状况等对人工湿地系统处理效果的影响。结果表明,水平潜流人工湿地系统对微污染原水有较好的处理效果,COD、TP、TN、NH+4-N、NO-3-N和NO-2-N的平均去除率分别为51.55%、49.90%、51.74%、 47.36%、52.67%和63.23%。按照国家地表水环境质量标准(GB3838-2002),经过湿地处理后,出水COD平均值达到Ⅰ类;出水TP平均值达到Ⅱ类;出水TN平均值基本接近Ⅳ类;出水NH+4-N平均值达到Ⅱ类。另外,研究表明, 本系统在水力停留时间为3 d时,水力负荷为0.2 m/d处理效果最好,温度的变化与污染物的去除率呈正相关关系,植物生长旺盛程度直接影响着整个系统的处理效果。  相似文献   

11.
This study was designed to investigate the composition and the toxicity of leather tanning wastewater and conditioned sludge collected at the leather tanning wastewater treatment plant (CODISO) located in Solofra, Avellino (Southern Italy). Samples were analyzed for their conventional parameters (COD, TSS, chromium and ammonia) and for metal content. Effluent samples included raw wastewater, and samples collected following coagulation/flocculation process and biological treatment. A set of toxicity endpoints were tested using sea urchin and marine microalgal bioassays by evaluating acute embryotoxicity, developmental defects, changes in sperm fertilization success and transmissible damage from sperm to the offspring, and changes in algal growth rate. Dose-related toxicity to sea urchin embryogenesis and sperm fertilization success was exerted by effluent or sludge samples according to the following rank: conditioned sludge > coagulated effluent > or = raw influent > effluent from biological treatment. Offspring quality was not affected by sperm exposure to any wastewater or to sludge samples. Algal growth was inhibited by raw or coagulated effluent to a similar extent and, again, the effluent from the biological treatment resulted in a decreased toxicity. The results suggest that coagulated effluent and conditioned sludge result in higher toxicity than raw influent in sea urchin embryos and sperm, whereas the biological wastewater treatment of coagulated effluent, in both sea urchins and algae, cause a substantial improvement of wastewater quality. Hence a final biological wastewater treatment should be operated to minimize any environmental damage from tannery wastewater.  相似文献   

12.
Toxic effects of herbal pharmaceutical wastewater on common fish (Lebistes reticulatus) under laboratory conditions were studied. LC50 values for raw, neutralized, and physico-chemically treated effluent for 24, 48, 72, and 96 h ranged between 3.0-9.5%, 5.0-10.5%, and 35-41%, respectively. It was evident from the studies that physico-chemical treatment reduces the toxicity by more than 30%. This article discusses in detail the bioassay evaluation of raw, neutralized, and primary treated effluent. Physico-chemically treated effluent was further subjected to biological treatment by activated sludge system. Effluent from biological treatment revealed no toxic effect even after one month of exposure.  相似文献   

13.
Jo HJ  Park EJ  Cho K  Kim EH  Jung J 《Chemosphere》2008,70(6):949-957
In this study, major toxicants in pigment wastewaters (i.e. raw wastewater and effluent) were determined by toxicity identification evaluations (TIEs), and changes in their toxicities due to combined gamma-ray (gamma-ray) and ozone treatments were evaluated. From TIE results using Daphnia magna, Cr(VI) and o-toluidine were identified as major toxicants in the raw wastewater with concentrations of 2.47 and 25.3mg l(-1), respectively. This was confirmed by subsequent spiking and mass balance approaches. For effluent, TIE results suggested that organic anions were likely responsible for the observed toxicities. Toxicity reduction tests showed that gamma-rays with ozone treatment after coagulation was more efficient in reducing toxicities in the raw wastewater (3.9-2.0 TU) than gamma-ray treatment alone (3.9-3.1 TU). For pigment effluent, gamma-ray/O3 treatment resulted in a complete removal of the acute toxicity.  相似文献   

14.
手足口病是由多种肠道病毒引起的传染病,其主要病原体有EV71、CVA16及CVA10。为了研究污水处理厂的生活原污水及二级处理水中此类病毒的存活情况,实验利用手足口病3种主要病毒的通用引物对其进行分型检测,同时使用肠道病毒通用引物检测所有肠道病毒,并对常规水质指标进行分析。结果表明,原污水及二级处理水的手足口病病毒阳性率分别为83.3%与36.7%,而肠道病毒阳性率更高达100%及93.3%。说明生活污水中的肠道病毒可以稳定存在,且若未进行有效消毒处理,可能存在于二级处理水中。在3种手足口病主要病毒中,CVA10检出率最高,达45.0%,CVA16及EV71检出率分别为8.3%及10.0%。可推断,CVA10为实验阶段该地区主要的手足口病病毒。通过相关性分析,肠道病毒的存活与水质条件密切相关。  相似文献   

15.
采用UASB中试(100 m3/d)对生活污水处理进行了研究。试验结果表明,采用此系统处理生活污水,出水水质良好。COD的去除率在52%~83%,出水的COD值<100 mg/L以下,SS的去除率在95%左右,UASB处理生活污水的最佳停留时间为6 h。产气率在0.1 m3/d。不管停留时间在10 h、5 h,出水的氨氮、乙酸值比进水的高;钙、镁、总氮、总磷、硫酸根和硝酸根离子出水值比进水值低。  相似文献   

16.
In this study we evaluated genotoxicity and cytotoxicity of native samples of wastewaters (15 samples), surface waters (28 samples) and potable waters (8 samples) with the SOS/umuC assay with Salmonella typhimurium TA1535/pSK1002 and MTT assay with human hepatoma HepG2 cells. The genotoxicity of selected samples was confirmed with the comet assay with HepG2 cells. In the SOS/umuC assay 13 out of the 51 samples were genotoxic: two effluent samples from chemical industry; one sample of wastewater treatment plant effluent; two hospital wastewater samples; three river water samples and four lake water samples. Six samples were cytotoxic for HepG2 cells: both effluent samples of chemical industry, two wastewater treatment plant effluent samples, and two river water samples, however, only the chemical industry effluent samples were genotoxic and cytotoxic, indicating that different contaminants are responsible for genotoxic and toxic effects. Comparing genotoxicity of river and lake water samples with the chemical analytical data of the presence of the residues of pharmaceutical and personal care products (non-steroidal anti-inflammatory drugs, UV filters and disinfectants) in these samples, indicated that the presence of UV filters might be linked to the genotoxicity of these samples. The results showed that the application of the bacterial SOS/umuC assay and mammalian cell assays (MTT and comet assay) with HepG2 cells was suitably sensitive combination of assays to monitor genotoxicity and cytotoxicity of native samples of wastewaters and surface waters. With this study we also confirmed that the toxicity/genotoxicity bioassays should be an integral tool in the evaluation of toxicity of complex wastewaters before the release into environment, as well as for the monitoring of surface water quality, providing data useful in risk assessment.  相似文献   

17.
分别利用小麦、发光菌毒性测试技术研究了模拟丙烯腈废水以及几种处理工艺出水对小麦芽伸长、根伸长、发芽率和发光菌发光度的毒性效应差异。结果表明,丙烯腈对小麦芽伸长的毒性影响最大;各类物质对小麦根伸长和发芽率并未造成毒性影响;其他物质对发光菌发光度的毒性最大。模拟废水对小麦芽伸长、根伸长、发芽率和发光菌发光度的毒性效应分别为:部分相加、部分相加、协同和拮抗作用。几种处理工艺出水对上述指标的毒性影响顺序依次是:模拟废水加成出水活性炭吸附出水Fenton法出水;Fenton法出水模拟废水加成出水活性炭吸附出水;Fenton法出水活性炭吸附出水模拟废水加成出水;活性炭吸附出水加成出水Fenton法出水模拟废水。比较几种处理工艺出水的毒性发现,几乎每种废水的毒性都有所降低,这说明几种处理工艺能有效降低模拟废水的毒性,具有深刻的实际指导意义。  相似文献   

18.
采用臭氧氧化法对生活垃圾焚烧厂沥滤液经生化处理后的废水(称沥滤液生化处理水)进行深度处理。实验结果表明,COD降解速率随废水pH的提高明显增加,其中pH=10.5时的COD降解速率常数约为pH=4时的5.8倍。在臭氧投量为52.92 mg/min、pH=10.5的条件下反应70 min后,UV254和COD去除率分别达到84.7%和59.3%。向反应体系投加叔丁醇后COD去除率下降了约15%,由羟自由基氧化去除的COD占总COD去除量的26.7%。毒性实验结果表明,沥滤液生化处理水的96 h-EC50为38%,经臭氧氧化进一步处理后出水的96 h-EC50为77%,表明经臭氧深度处理后沥滤液生化处理水的毒性明显降低。  相似文献   

19.
分别采用7-乙氧基异酚恶唑酮-脱乙基酶(EROD)活性测定法,重组人激素受体基因的酵母测试和Q67发光菌试验方法,对北京市某生活污水处理厂的进水、二沉出水以及经过石灰法深度处理后的出水中的类二恶英物质、类雌激素物质和急性毒性物质进行了分析.进水中的三类生物毒性效应物质中的急性毒性物质,可通过活性污泥法基本去除,而对类雌激素物质和类二恶英物质的去除率分别为76%和52%.经过石灰沉淀法的深度处理后,可使上述两类物质的总去除率达到95%和68%.出水中的雌激素当量水平与欧洲国家污水处理厂出水水平相当,而类二恶英物质的总浓度低于美国EPA饮用水中二恶英的最大允许浓度.展示了生物毒性测试方法在排水生态风险和工艺评价方面的应用潜力.  相似文献   

20.
采用膜生物反应器(MBR)-反渗透(RO)工艺对印染废水进行了深度处理实验。原水经MBR系统处理后,COD去除率、ss去除率和色度去除率分别达89.9%、100%和87.5%。MBR系统处理出水进入反渗透(RO)系统进行处理,硬度去除率和除盐率分别达99.62%和99.64%,同时可进一步除去剩余的COD、色度。系统出水水质满足生产回用的要求。  相似文献   

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