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991.
992.
Chlortoluron chlorination is studied in the pH range of 3-10 at 25 ± 1 °C. The chlorination kinetics can be well described by a second-order kinetics model, first-order in chlorine and first-order in chlortoluron. The apparent rate constants were determined and found to be minimum at pH 6, maximum at pH 3 and medium at alkaline conditions. The rate constant of each predominant elementary reactions (i.e., the acid-catalyzed reaction of chlortoluron with HOCl, the reaction of chlortoluron with HOCl and the reaction of chlortoluron with OCl−) was calculated as 3.12 (± 0.10) × 107 M−2 h−1, 3.11 (±0.39) × 102 M−1 h−1 and 3.06 (±0.47) × 103 M−1 h−1, respectively. The main chlortoluron chlorination by-products were identified by gas chromatography-mass spectrometry (GC-MS) with purge-and-trap pretreatment, ultra-performance liquid chromatography-electrospray ionization-MS and GC-electron capture detector. Six volatile disinfection by-products were identified including chloroform (CF), dichloroacetonitrile, 1,1-dichloropropanone, 1,1,1-trichloropropanone, dichloronitromethane and trichloronitromethane. Degradation pathways of chlortoluron chlorination were then proposed. High concentrations of CF were generated during chlortoluron chlorination, with maximum CF yield at circumneutral pH range in solution. 相似文献
993.
Zero-valent iron nanoparticles in treatment of acid mine water from in situ uranium leaching 总被引:3,自引:0,他引:3
Acid mine water from in situ chemical leaching of uranium (Straz pod Ralskem, Czech Republic) was treated in laboratory scale experiments by zero-valent iron nanoparticles (nZVI). For the first time, nZVI were applied for the treatment of the real acid water system containing the miscellaneous mixture of pollutants, where the various removal mechanisms occur simultaneously. Toxicity of the treated saline acid water is caused by major contaminants represented by aluminum and sulphates in a high concentration, as well as by microcontaminants like As, Be, Cd, Cr, Cu, Ni, U, V, and Zn. Laboratory batch experiments proved a significant decrease in concentrations of all the monitored pollutants due to an increase in pH and a decrease in oxidation-reduction potential related to an application of nZVI. The assumed mechanisms of contaminants removal include precipitation of cations in a lower oxidation state, precipitation caused by a simple pH increase and co-precipitation with the formed iron oxyhydroxides. The possibility to control the reaction kinetics through the nature of the surface stabilizing shell (polymer vs. FeO nanolayer) is discussed as an important practical aspect. 相似文献
994.
PCDDs and PCDFs in sewage sludges from two wastewater treatment plants in Beijing, China 总被引:2,自引:0,他引:2
The levels of polychlorinated dibenzo-p-dioxins (PCDDs) and dibenzofurans (PCDFs) were analyzed by an isotope-dilution high-resolution mass spectrometric in 16 sewage sludges, sampled from 2004 to 2009, from two municipal wastewater treatment plants (WWTPs) in Beijing. Total toxicity equivalent (TEQ) values were evaluated using the toxicity equivalent factors proposed by International for PCDD/Fs. The I-TEQs for these sewage sludges were from 0.97 to 15.0 pg g−1 dry weight (dw) with a mean value 4.43 pg g−1 dw, indicating that all I-TEQs were below Chinese legislation limit value regulated for agricultural use in soils.The results from limited samples (16 samples) showed that the levels of PCDD/Fs might be correlated with the sludge age. Meanwhile, the temporal trends of PCD/Fs suggested that the I-TEQs may correlate with rainfall in the present study. 相似文献
995.
Assessment of fates of estrogens in wastewater and sludge from various types of wastewater treatment plants 总被引:1,自引:0,他引:1
We measured five estrogens in the wastewater samples from the municipal wastewater treatment plants (M-WWTPs), livestock wastewater treatment plants (L-WWTPs), hospital WWTPs (H-WWTPs) and pharmaceutical manufacture WWTPs (P-WWTPs) in Korea. The L-WWTPs showed the highest total concentration (0.195-10.4 μg L−1) of estrogens in the influents, followed by the M-WWTPs (0.028-1.15 μg L−1), H-WWTPs (0.068-0.130 μg L−1) and P-WWTPs (0.015-0.070 μg L−1). Like the influents, the L-WWTPs (0.003-0.729 μg L−1) and the M-WWTPs (0.001-0.299 μg L−1) also showed higher total concentration of estrogens in the effluents than the H-WWTPs (0.002-0.021 μg L−1) and P-WWTPs (0.011 μg L−1 in one sample). The L-WWTPs (37.5-543 μg kg−1, dry weight) showed higher total concentrations in sludge than the M-WWTPs (3.16-444 μg kg−1, dry weight) like the wastewater. The distribution of estrogens in the WWTPs may be affected by their metabolism in the human body, their transition through biological treatment processes, and their usage for livestock growth. Unlike the concentration results, the daily loads of estrogens from the M-WWTPs were the highest, which is related to the high capacities of WWTPs. 相似文献
996.
Lacaze E Devaux A Mons R Bony S Garric J Geffard A Geffard O 《Environmental pollution (Barking, Essex : 1987)》2011,159(6):1682-1691
The aim of this study was to propose a tool for freshwater environmental genotoxicity assessment using Gammarus fossarum, a high ecologically relevant species. In a first part, gammarids were caged upstream and downstream wastewater treatment plant effluent output. The sensitivity of genotoxic responses of haemocytes, oocytes and spermatozoa was compared using the Comet assay. Spermatozoa appeared to be the most sensitive, suitable and relevant cell type for genotoxicity risk assessment. In a second part, a watershed-scale study was conducted over 2 years to evaluate the applicability of our caging procedure. The genotoxic impact of a contamination was followed, taking into account seasonal variability. DNA damage in spermatozoa exhibited low basal level and low variability in control upstream sites, providing a reliable discrimination of polluted sites. Finally, DNA damage in caged G. fossarum has been proved to be a sensitive and reproducible tool for freshwater genotoxicity assessment. 相似文献
997.
采用臭氧-生物活性炭(O3-BAC)组合工艺对某工业园区再生水厂MBR出水进行了深度净化的中试研究,主要考察了组合工艺各节点对常规指标的处理效果。结果表明,臭氧投加量约3 mg/L(H2O)、臭氧接触塔接触时间为30min、活性炭滤池空床接触时间(BECT)为15 min时,O3-BAC组合工艺能有效去除水中色度、浊度,平均色度和浊度分别从21度和7.8 NTU降至3度和2.0 NTU以下;组合工艺对UV254、高锰酸盐指数的平均去除率分别约为39%和35%;对NH4+-N有一定的去除,去除率为58%~77%;组合工艺对粪大肠菌群去除效果显著,平均去除率在95%以上。O3-BAC组合工艺是一种有效工业园区再生水深度净化技术。 相似文献
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