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31.
Tamer?Karay?ld?r?mEmail author Jale?Yan?k Mithat?Yüksel Mehmet?Sa?lam Michael?Haussmann 《Journal of Polymers and the Environment》2005,13(4):365-374
Degradation of a model polymer mixture (PVC/PS/PE) and a waste polymer mixture in the presence of HCl fixators (Red Mud, precipitated CaCO3 and dolamite) was studied using thermal gravimetric analysis (TGA) and a cycled-spheres-reactor. The experiments in cycled-spheres reactor model were performed by stepwise pyrolysis. Liquid products and HCl from each step were collected separately. For the model polymer mixture, the precipitated CaCO3 showed the best effect on the fixation of evolved HCl and the reduction of chlorine content in the liquid products whereas RM yielded the best result for the waste polymer mixture. In addition, using HCl fixator also affected the degradation of both types of polymer mixture, leading to the formation of more gaseous and less residue. 相似文献
32.
Michele?ArestaEmail author Angela?Dibenedetto Carlo?Fragale Tiziano?Pastore 《Environmental Chemistry Letters》2004,2(1):1-4
Mechanical energy has been used so far for running chemical reactions and for preparing new materials in absence of solvents. Very recently, the technology has been applied to solve environmental problems. In this paper, we describe the application of high-energy milling (HEM) for the remediation of soils contaminated by chlorinated organic compounds such as polychlorobiphenyls (PCBs) and agrochemicals like atrazine. NaBH4 and LiAlH4 have been successfully used for the total dehydrohalogenation of both classes of compounds, leaving a residue lower than 2 ppmw of the starting compound in the treated soil. LiAlH4 was found to be more active than NaBH4. 相似文献
33.
土壤中氧化铁的有机还原溶解动力学 总被引:1,自引:0,他引:1
研究了土壤中的氧化铁被两种酚化合物还原而溶解的动力学,结果表明,在pH恒定和有机还原剂过量的情况下,氧化铁的还原溶解符合一级反应动力学方程,还原溶解速率大小与土壤中氧化铁的结晶形态有关.氧化锰的存在影响着氧化铁的还原溶解,在存在足够的还原剂的条件下,两者可同时还原.实验中求得黄壤和赤红壤中氧化铁的还原溶解反应对[H+]的反应级数分别为0.126和0.174。土壤中氧化铁的还原溶解是一个受表面反应控制的过程,反应的速率控制步骤是表面的电子转移反应,磷酸根在土壤中的吸附占据了氧化铁表面的反应位,因而明显抑制还原溶解反应. 相似文献
34.
厌氧颗粒污泥对五氯苯酚脱氯过程中的影响因素 总被引:1,自引:1,他引:1
在间歇培养血清瓶中,研究了厌氧颗粒污泥对五氯酚脱氯过程中的影响因素.结果表明,葡萄糖、酵母膏和蛋白胨显著提高了PCP的脱氯速率.添加甲酸、乙酸、乙醇对PCP脱氯速率有一定提高,丙酸和丁酸对脱氯速率没有影响.20%氢气的加入对PCP脱氯速率的影响显著.废水中硝酸盐和硫酸盐等电子受体的存在降低了PCP的脱氯速率.微生物抑制剂氯仿、青霉素降低了PCP脱氯速率,表明厌氧微生物尤其是甲烷菌对还原脱氯有重要影响.PCP最佳还原脱氯温度为38℃,最佳pH为7,低的氧化还原电位(<-200mV)有利于脱氯的进行.图5参13 相似文献
35.
Microbial reductive dechlorination of trichloroethene (TCE) and perchloroethene (PCE) in the vicinity of their dense non-aqueous phase liquid (DNAPL) has been shown to accelerate DNAPL dissolution. A three-layer diffusion-cell was developed to quantify this bio-enhanced dissolution and to measure the conditions near the DNAPL interface. The 12 cm long diffusion-cell setup consists of a 5.5 cm central porous layer (sand), a lower 3.5 cm DNAPL layer and a top 3 cm water layer. The water layer is frequently refreshed to remove chloroethenes at the upper boundary of the porous layer, while the DNAPL layer maintains the saturated chloroethene concentration at the lower boundary. Two abiotic and two biotic diffusion-cells with TCE DNAPL were tested. In the abiotic diffusion-cells, a linear steady state TCE concentration profile between the DNAPL and the water layer developed beyond 21 d. In the biotic diffusion-cells, TCE was completely converted into cis-dichloroethene (cis-DCE) at 2.5 cm distance of the DNAPL. Dechlorination was likely inhibited up to a distance of 1.5 cm from the DNAPL, as in this part the TCE concentration exceeded the culture’s maximum tolerable concentration (2.5 mM). The DNAPL dissolution fluxes were calculated from the TCE concentration gradient, measured at the interface of the DNAPL layer and the porous layer. Biotic fluxes were a factor 2.4 (standard deviation 0.2) larger than abiotic dissolution fluxes. This diffusion-cell setup can be used to study the factors affecting the bio-enhanced dissolution of DNAPL and to assess bioaugmentation, pH buffer addition and donor delivery strategies for source zones. 相似文献
36.
37.
Hara J 《Chemosphere》2011,82(9):1308-1313
The degradation of dieldrin by ferric sulphide (FeS2) in aqueous solution was investigated when shielded against sunlight. An oxidative dechlorination process was observed under aerobic and anaerobic conditions; oxygen volume changed the degradation rate of dieldrin and the generation rate of reaction products. The dechlorination rate under microaerophilic conditions was fastest among the anaerobic to air oxygen concentrations. For this experiment, over 99% of the dieldrin was degraded, and 90% of the released chloride was detected after 30 d under 10 μmol oxygen. The major reaction products were different depending on the dose of oxygen. In the case of aerobic conditions, low molecular weight organic acids, such as formic acid, lactic acid, and oxalic acid, were generated as major reaction products. However, under anaerobic conditions, C16H22O4 (dibutyl phthalate) and C6H13ClO (3-chloro-4-methyl-2-pentanol) were detected as reaction intermediates, and small amounts of succinic acid, malonic acid, and formic acid were also generated. These reactions proceed by FeS2 interface reactions with H2O under anaerobic condition, or O2 under aerobic condition. 相似文献
38.
In situ sequential treatment of a mixed contaminant plume 总被引:1,自引:0,他引:1
Groundwater plumes often contain a mixture of contaminants that cannot easily be remediated in situ using a single technology. The purpose of this research was to evaluate an in situ treatment sequence for the control of a mixed organic plume (chlorinated ethenes and petroleum hydrocarbons) within a Funnel-and-Gate. A shallow plume located in the unconfined aquifer at Alameda Point, CA, was found to contain up to 218,000 μg/l of cis-1,2 dichloroethene (cDCE), 16,000 μg/l of vinyl chloride (VC) and <1000 μg/l of 1,1 dichloroethene (1,1 DCE), trans-1,2 dichloroethene (trans-1,2 DCE) and trichloroethene (TCE). Total benzene, toluene, ethylbenzene and xylenes (BTEX) concentrations were <10,000 μg/l. Contaminated groundwater was funneled into a gate, 3.0 m wide, 4.5 m long and 6.0 m deep (keyed into the underlying aquitard) where treatment occurred. The initial gate segment consisted of granular iron, for the reductive dechlorination of the higher chlorinated ethenes. The second segment, the biosparge zone, promoted aerobic biodegradation of petroleum hydrocarbons and any remaining lesser-chlorinated compounds, stimulated by dissolved oxygen (DO) and carbon dioxide (CO2) additions via an in situ sparge system (CO2 was used to neutralize the high pH produced from reactions in the iron wall). Groundwater was drawn through the gate by pumping two wells located at the sealed, downgradient, end. Over a 4-month period an estimated 1350 g of cDCE flowed into the treatment gate and the iron wall removed 1230 g, or 91% of the mass. The influent mass of VC was 572 g and the iron wall removed 535 g, corresponding to 94% mass removal. The other chlorinated ethenes had significantly lower influent masses (3 to 108 g) and the iron wall removed the majority of the mass resulting in >96% mass removal for any of the compounds. In spite of these high removal percentages, laboratory column tests indicated that at these levels of chlorinated contaminants, surface saturation of the iron grains likely contributed to lower than expected reaction rates. In the biosparge zone, mass removal of cDCE appeared to occur predominantly by biodegradation (65%) with volatilization (35%) being an important secondary process. The dominant removal process for VC was volatilization (70%) although significant biodegradation was also indicated (30%). Laboratory microcosm results confirmed the potential for aerobic biodegradation of cDCE and VC. When average influent field concentrations for cDCE and VC were 220,000 and 46,000 μg/l, respectively, the sequential treatment unit removed 99.6% of the total mass and when the influent concentrations decreased to 26,000 and 19,000 μg/l for cDCE and VC, respectively, >99.9% removal within the treatment gate was attained. BTEX compounds were found to be significantly retarded in the iron treatment zone. Although they did eventually break through the granular iron, and into the gravel transition zone, none of these compounds was detected in the biosparge zone. No noticeable interferences between the anaerobic (reductive) and aerobic parts of the system occurred during testing. The results of this experiment show that in situ treatment sequences are viable, although further work is needed to optimize performance. 相似文献
39.
不同氧化还原条件下氯乙烯的微生物脱氯 总被引:9,自引:0,他引:9
氯乙烯是土壤和地下水中存在的污染物,其去除的有效途径之一为微生物降解.本研究在温度20℃、氯乙烯初始浓度100μmol/L条件下,对不同氧化还原条件下四氯乙烯、cis-二氯乙烯及一氯乙烯的微生物降解进行了实验.结果表明,在铁还原和碳酸氢盐存在条件下,四氯乙烯以0.26/d和0.31/d的速率分别脱氯为三氯乙烯和cis-二氯乙烯.在脂肪酸存在条件下,四氯乙烯、cis-二氯乙烯和一氯乙烯均完全脱氯为乙烯,但后两者脱氯速率(0.04/d)明显低于前者(0.57/d).在反硝化、锰还原及硫还原条件下,不同取代氯乙烯降解均不明显.当环境温度降至12℃,脱氯菌活性降低,但氯乙烯完全脱氯还原过程仍可发生. 相似文献
40.
利用石墨电极进行了多种条件下对氯苯酚水溶液的电解研究。研究结果表明,CODCr去除率和脱氯率随电压的升高呈先升高后下降的趋势、随对氯苯酚质量浓度的升高呈指数下降、随溶液pH的升高而升高。碱性条件下电解效果明显优于中性和酸性条件。在电压为10V,pH≈12,电解100mg L的对氯苯酚溶液2h后,CODCr去除率可达52 94%,脱氯率达52 8%。由脉冲辐解瞬态吸收光谱可知,中性、酸性条件下降解机制均为OH·自由基的作用,经过瞬态分子OH-adducts(OH加合物)的中间产物进一步氧化降解;碱性条件下通过OH·自由基和对氯苯酚氧基负离子的阳极直接失电子氧化作用2种降解机制,经过瞬态分子氯代酚氧自由基中间产物氧化降解对氯苯酚,产物分析结果显示生成了对苯二酚和苯醌等中间产物。 相似文献