共查询到19条相似文献,搜索用时 109 毫秒
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采用Fenton氧化开展了对高浓度造纸废水深度处理的中试实验,对Fenton氧化的COD的去除效果,各药剂加药量及成本,排泥量和装置运行的稳定性等进行探讨和分析,结果表明,一级Fenton氧化的COD去除率可达到90%以上,出水COD在100mg/L左右,总加药成本在6元左右,排泥量约为1~1.2kg/t废水;二级Fenton氧化的COD去除率在96%左右,出水COD小于60mg/L,总加药成本在8元左右,排泥量约为1.15~1.4kg/t废水,验证了Fenton氧化用于高浓度造纸废水深度处理达到新的排放标准的可行性。 相似文献
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采用HSB微生物菌种技术和缺氧-好氧(O-O/A工艺)组合工艺处理焦化废水的研究,结果表明,该技术处理焦化废水有很好的效果,COD从2500mg/L左右降至130mg/L以下,去除率达94.8%以上;NH3-N从500mg/L降至15mg/L以下,去除率达97%以上;出水COD、氨氮、酚、氰、油等污染物均可达《污水综合排放标准》(GB8987--1996)二级标准。 相似文献
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载银TiO2半导体催化剂对印染废水的光降解研究 总被引:28,自引:0,他引:28
以新型载银TiO2为催化剂,采用高压汞灯为光源对实际印染废水进行了光催化降解的研究。研究结果表明,用新型载银催化剂(简称TSA)对印染废水和精炼废水进行深度处理的效果比用TiO2为好。在光照120分钟条件下,用TSA催化剂对印染和精炼废水生化处理出水进行光催化降解,废水的CODcr去除率分别达到75.3%和83.4%,比同样光降解条件下用单一TiO2催化剂时废水的CODcr去除率提高22.9%和2 相似文献
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高浓度柠檬酸生产废水处理 总被引:4,自引:0,他引:4
采用厌氧-兼氧-好氧工艺处理柠檬酸生产排放的高浓度有机废水,处理后废水的BOD5和CODCr去除率达95%以上,出水BOD5平均值为58.5mg/L,CODCr平均值为304mg/L,pH=6~9,达到排放标准,并生产沼气供生产生活使用。 相似文献
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铁炭微电解法预处理超高盐榨菜腌制废水 总被引:1,自引:1,他引:0
超高盐榨菜腌制废水是高盐、高氮磷及高有机物废水,目前常采用生物方法进行处理,但因高污染物浓度及高盐度影响,处理效果不够理想;因此,选用铁炭微电解法对超高盐榨菜腌制废水进行预处理。通过静态烧杯实验,研究了反应时间、初始pH、铁炭体积比和铁水体积比对COD和氨氮去除率的影响。单因素实验的最佳处理条件:原水pH4~4.5,反应时间为30min,铁炭体积比为1:1,铁水体积比为2:1,出水COD和氨氮的去除率分别为57.29%和53.11%,盐度由原水的6.62%下降为3.63%,去除率达45.17%,pH由原水4.01升高为6.38。正交实验结果表明,影响COD和氨氮去除率的因素从大到小的顺序为:铁水体积比、初始pH、反应时间、铁炭体积比。实验表明,采用铁炭微电解法能够对超高盐榨菜腌制废水中的COD和氨氮进行有效去除,出水的pH升高和盐度下降,能满足后续生物处理的预处理要求。 相似文献
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对序批式反应器 (SBR)用于牛场污水的处理进行了试验研究 ,主要研究了三个水力停留时间 (HRT)和有机负荷率对污染物去除率、出水水质和污泥特性的影响。试验结果表明 ,对 10 0 0 0mg/LCOD牛场污水 ,使用 1dHRT ,相应有机负荷率为 10gCOD/L·d时 ,混合出水COD、TS、VS、TKN和TN的去除率分别为 45 %、2 1.4%、34 .2 %、5 3.2 %和 2 2 .2 % ,上清液出水的分别为 80 .2 %、6 3.4%、6 6 .2 %、75 %和 38.3% ;两种出水的SCOD和NH3 N去除率相同 ,分别为 5 0 .0 %和 76 .5 %。经SBR处理后 ,污泥的沉降浓缩性能也有了比较明显的改善。 相似文献
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以某城市污水厂进水为研究对象,采用A2/O+硫磺填料反应柱组合工艺,考察其对COD、总氮、总磷以及溶解性磷处理效果的改善。组合工艺出水水质稳定后,连续运行55 d,并对工艺的出水进行常规指标分析。结果表明:组合工艺的脱氮除磷效果较单个A2/O工艺都得到了较大的改善,而COD去除效果变化不大。A2/O系统对COD有良好的去除效果,出水的COD平均去除率能达到94%;TN和TP去除效果相对较差,出水平均去除率分别为60%和57.4%。经硫磺填料反应柱的脱氮除磷作用,系统出水TN去除率提高到84%,TP去除率提高到69.8%,COD去除率变化不大,升高到95.3%。 相似文献
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以某城市污水厂进水为研究对象,采用A2/O+硫磺填料反应柱组合工艺,考察其对COD、总氮、总磷以及溶解性磷处理效果的改善。组合工艺出水水质稳定后,连续运行55 d,并对工艺的出水进行常规指标分析。结果表明:组合工艺的脱氮除磷效果较单个A2/O工艺都得到了较大的改善,而COD去除效果变化不大。A2/O系统对COD有良好的去除效果,出水的COD平均去除率能达到94%;TN和TP去除效果相对较差,出水平均去除率分别为60%和57.4%。经硫磺填料反应柱的脱氮除磷作用,系统出水TN去除率提高到84%,TP去除率提高到69.8%,COD去除率变化不大,升高到95.3%。 相似文献
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以模拟城市污水为处理对象,采用循环式活性污泥法(CAST)反应器,对交替缺氧/好氧模式下系统去除污染物的性能进行了研究。结果表明,运行期间系统内有机物的去除率稳定,出水COD小于40 mg/L,COD平均去除率为91.7%;NH4+-N、TN的平均去除率分别为83.9%、72.4%,出水TN以NO3--N为主;系统的除磷性能良好,磷酸盐的平均去除率为90.6%。此外,出水COD、TN和TP均达到《城镇污水处理厂污染物排放标准》(GB-18918-2002)的一级A要求。 相似文献
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Alejandro Gutiérrez-Sarabia Georgina Fernandez-Villagómez Pedro Martínez-Pereda Noemí Rinderknecht-Seijas Héctor M Poggi-Varaldo 《Water environment research》2004,76(4):334-343
This work evaluated the performance of a full-scale system with wetlands for slaughterhouse (abattoir) effluent treatment in the State of Hidalgo, México. The treatment system consisted of a primary sedimentation tank, an anaerobic lagoon, and a constructed subsurface-flow wetland, in series. The wetland accounted for almost 30% of the removal of organic matter. In general, the treatment system achieved satisfactory pollutant removals, but the final effluent could not meet the Mexican environmental regulations for fecal coliform counts, five-day biochemical oxygen demand (BOD5), and total suspended solids (TSS). Overall, removal levels were 91%, 89%, and 85% for BOD5, chemical oxygen demand, and TSS, respectively. However, BOD5 in the final effluent (137 mg/L) was higher than the maximum level of 30 mg/L allowed by the regulatory agency. Although organic nitrogen removal levels were approximately 80%, the nitrogen persisted in oxidation state -3 as ammonia-nitrogen, the removal of which was only 9% in the wetland stage. On average, phosphorus removal was null, and, on occasion, the phosphorus concentration in the treated effluent was higher than that of the influent. Coliform reductions in the overall system were high (on the order of 5 logs on average), whereas the coliform removal in the wetland was between 2 to 3.5 logs. The treatment system was also effective at removing pathogens (Vibrio cholerae, Salmonella, and Shigella). Further laboratory tests with the wetland effluent suggest that post treatment in a sand filter stage followed by disinfection with sodium hypochlorite (NaOCl) could help meet the Mexican discharge regulations, particularly the criteria for coliforms and total BOD5. 相似文献
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The treatment efficiency, as toxicity removal, of complex effluents from the Industrial District of Cama?ari (BA, Brazil), after biological treatment with activated sludge was evaluated using Microtox. Samples of the equalised effluent (EE) were collected prior to treatment together with samples of the treated effluent (TE), which remained 24 h in the treatment plant. Rehydrated colonies of Vibrio fischeri were exposed to sequential dilutions of EE and TE to assess luminosity interference. Values for EC50 were calculated, together with the respective toxicity units. In all, twenty assays of each effluent type were carried out and the mean toxicity removal was 92.71%, while the chemical oxygen demand (COD) presented mean reduction of 83.04%. There was a variability of an order of magnitude between the Microtox results for the two types of effluents. The mean EC50 values were 2.12 for EE and 47.78% for TE. In spite of its weakness in some conditions, the Microtox system demonstrated to work adequately in assessing effluent toxicity removal in this treatment plant and therefore can be used for further toxicity removal programs. 相似文献
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Adsorption isotherms for a selection of non-ionic surfactants on activated carbons indicated the effectiveness of the latter in the removal of these pollutants from secondary effluents. The removal efficiencies were found to be improved when the secondary effluent was first flocculated with ferric chloride. This effectively removed some 80% of the non-ionic surfactant in the effluent. Batch adsorption experiments with powdered activated carbon removed 97% of the surfactant at low carbon dosage. A granular carbon with the best adsorption capacity was selected for continuous-flow operation in which non-ionic surfactants, COD and anionic surfactant alkyl benzene sulphonate were monitored. The breakthrough capacity for the non-ionic surfactants was in excess of 6000 bed volumes throughput of flocculated, sand-filtered effluent in a laboratory scale carbon column. Such a procedure is suggested for the complete removal of such pollutants from effluents. 相似文献