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531.
532.
533.
Removal of Cinnamic Acid Derivatives from Aqueous Effluents by Fenton and Fenton-like Processes as an Alternative to Direct Biological Treatment 总被引:2,自引:0,他引:2
Dionissios Mantzavinos 《Water, Air, & Soil Pollution: Focus》2003,3(3):211-221
The removal of various phenolic acids (p-coumaric, caffeic and ferulic acids), typically found in wastewaters of agricultural origin, from model effluents by chemical and biological means has been investigated. Chemical oxidation processes comprising hydrogen peroxide and a homogeneous or heterogeneous copper or iron catalyst were employed over a wide range of experimental conditions. Chemical oxidation is capable of removing most of the total organic carbon initially present in the effluent at relatively mild treatment conditions (i.e. reaction times up to 120 min and temperatures up to 80°C), while removal rates generally increase with increasing temperature, H2O2 and catalyst concentrations. The anaerobic degradability and toxicity of p-coumaric acid has been assessed using the biochemical methane potential and anaerobic toxicity assay respectively. p-Coumaric acid, at concentrations below about 1 g/L, is not toxic against methanogens and slowly degrades over a period of about 35 days at 35°C. In light of this, chemical oxidation may provide a promising alternative to direct biological treatment for either the partial or complete removal of phenolic acids at reasonable treatment times; the implications for wastewater treatment are discussed. 相似文献
534.
生化——光催化氧化法处理苎麻脱胶废水 总被引:6,自引:0,他引:6
工程实践表明,采用生化与光催化氧化相结合的工艺处理苎麻脱胶废水,具有处理效果好、运行稳定、运行费用低等特点。 相似文献
535.
A synthetic wastewater containing phenol as sole substrate was treated in a 2.8 L upflow anaerobic sludge blanket(UASB) reactor at ambient temperature. The operation conditions and phenol removal efficiency were discussed, microbial population in the UASB sludge was identified based on DNA cloning, and pathway of anaerobic phenol degradation was proposed. Phenol in wastewater was degraded in an UASB reactor at loading rate up to 18 gCOD/(L·d), With a 1:1 recycle ratio, at 26(1℃, pH 7.0-7.5. An UASB reactor was able to remove 99% of phenol up to 1226 mg/L in wastewater with 24 h of hydraulic retention time(HRT). For HRT below 24 h, phenol degradation efficiency decreased with HRT, from 95.4% at 16 h to 93.8% at 12 h. It further deteriorated to 88.5% when HRT reached 8 h. When the concentration of influent phenol of the reactor was 1260 mg/L(corresponding COD 3000 mg/L), with the HRT decreasing(from 40 h to 4 h, corresponding COD loading increasing), the biomass yields tended to increase from 0.265 to 3.08 g/(L·d). While at 12 h of HRT, the biomass yield was lower. When HRT was 12 h, the methane yield was 0.308 L/(gCOD removed), which was the highest. Throughout the study, phenol was the sole organic substrate. The effluent contained only residual phenol without any detectable intermediates, such as benzoate, 4-hydrobenzoate or volatile fatty acids(VFAs). Based on DNA cloning analysis, the sludge was composed of five groups of microorganisms. Desulfotomaculum and Clostridium were likely responsible for the conversion of phenol to benzoate, which was further degraded by Syntrophus to acetate and H2/CO2. Methanogens lastly converted acetate and H2/CO2 to methane. The role of epsilon-Proteobacteria was, however, unsure. 相似文献
536.
麦秸与奶牛场废水高固体混合厌氧发酵产甲烷研究 总被引:2,自引:0,他引:2
在实验室条件下,以麦秸和奶牛场废水为原料,设计麦秸与奶牛场废水质量比1∶4(T1)、1∶3(T2)和1∶2(T3)以及对照(麦秸与水质量比1∶4(T4))4个处理,研究发酵过程中日产气量、甲烷含量、发酵前后麦秸理化特性和结构的变化.结果表明,奶牛场废水与麦秸在中温、高固体条件下,厌氧发酵可以正常进行,且产气期延长2周以上,对甲烷含量的影响不大;厌氧发酵初始TS浓度对系统产气的影响较大,麦秸产气量随TS浓度的增加而降低,以T1的产气效果最好,麦秸TS产气量为0.41 L.g-1,较T4提高了17.14%,平均甲烷含量为48.78%;厌氧发酵后,麦秸半纤维素含量大幅降低,纤维素含量少许降低,降低幅度均为T1>T2>T4>T3,木质素含量稍有增加,各处理间无显著差异(P>0.05);FTIR和XRD的结果表明,厌氧发酵后,麦秸纤维素结晶区的相对含量增加,混合发酵可以促进厌氧微生物对麦秸纤维素结晶区的破坏.将麦秸与奶牛场废水(质量比)1∶4混合发酵产沼气是可行的,且促进了厌氧微生物对麦秸有机物的分解破坏,提高了麦秸产气量. 相似文献
537.
针对厌氧生物技术处理氯酚废水驯化周期长和纳米零价铁易团聚的问题,采用压滤法制备纳米零价铁改性聚偏氟乙烯膜(nZVI@PVDF),并将其与厌氧生物体系耦合处理氯酚废水,通过序批实验探究nZVI@PVDF对耦合体系脱氯、水解酸化、产甲烷阶段的影响.结果表明,48h内,包含3种不同nZVI负载量(0.075,0.15,0.3g)的nZVI@PVDF膜耦合体系的2-氯酚(2-CP)去除率分别为99%、97.6%和91.8%,而未添加nZVI@PVDF的对照组仅为62.7%;72h内耦合体系的COD去除率分别为88.2%、89.1%、89.4%,而对照组COD去除率为63.6%;耦合体系的顶空甲烷占比分别为25.16%、25.98%、26.80%,而对照组仅为16.82%.投加产甲烷抑制剂的条件下,nZVI@PVDF刺激了脂肪酸的生成.nZVI@PVDF促进了氯酚的脱氯、脂肪酸和甲烷的生成. 相似文献
538.
539.
采用基于固态碳源的厌氧氨氧化与反硝化耦合脱氮工艺处理高氮低碳的金属热处理废水。通过接种城市生活污水处理厂剩余污泥和厌氧氨氧化絮状污泥,研究了以固态碳源(3-羟基丁酸脂和3-羟基戊酸脂共聚物,PHBV)和沸石为组合填料的分区式耦合反应器的启动和运行特性。经过76 d的运行,耦合反应器的总氮去除速率达1.05 kg/(m3·d),且具有良好的出水COD稳定性。废水经过反应器沸石区后,氨氮去除率达97%,亚硝态氮去除率达81%,而硝态氮去除率几乎为零;经过PHBV区后,硝态氮去除率达76%,亚硝态氮去除率达99%,氨氮去除率达97%。沸石区主要进行厌氧氨氧化反应,PHBV区主要进行反硝化反应,功能分区明确,耦合效果较好。 相似文献
540.
厌氧-好氧组合工艺去除有机物和氮的可行性研究 总被引:2,自引:0,他引:2
为寻求一种较低成本、高效率的生活污水处理工艺,研究了厌氧消化(UASB)-好氧(BF)后处理组合工艺同时去除生活污水中有机物和氮的可行性.系统的水力停留时间分别设为12、10、8、5 h,有机容积负荷分别为1.0、1.2、1.5、2.0 g / (L·d),出水COD低,平均去除率均大于92%;TN容积负荷分别为62.5、75.3、82.8、159.3 mg/(L·d),TN去除率分别为82.79%、79.97%、76.25%、67.83%.长期生存在微氧条件下,颗粒污泥的紧密度和沉降性能均低于接种厌氧,粒度增大,比产甲烷活性略有降低,但仍保持在较高水平. 相似文献