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501.
Ⅱ.尾矿砂对重金属的吸附作用 总被引:1,自引:0,他引:1
本文研究了尾矿砂颗粒对Cu,pb,Cd三种重金属离子的吸附作用,以及各种环境条件因素对颗粒表面吸附作用的影响。实验结果表明,细微尾矿砂颗粒对溶液中的重金属离子具有较强烈的吸附作用,并且强烈地依赖于溶液的pH。根据表面络合反应,对尾矿砂颗粒表面基团可能参与的表面络合反应和吸附的重金属形态进行了讨论,并应用简化络合反应模式,求取了尾矿砂颗粒与Cu,Pb,Cd的表面络合形成的条件稳定常数pK_(ad)。 相似文献
502.
尾矿砂颗粒表面特征与吸附作用的研究——Ⅰ.尾矿砂颗粒的表征 总被引:1,自引:0,他引:1
本文采用多种仪器和化学分析方法对酸性矿山废水污染河流中的细微尾矿砂颗粒的物理化学特性,如矿物组成、化学成份、粒径分布及比表面积等进行了表征。同时实验研究了尾矿砂颗粒表面特性,计算求解了颗粒表面双电层结构中的表面电荷密度σ_0,表面总吸附位N_s,pH_(zpc和pH_(lcp),最后,应用表面络合三层模式计算求取了尾矿砂颗粒表面固有常数K_(al)~(int),K_(a3)~(int)及表面络合稳定常数K_(Na)~(int)和K_(NO_3~-)~(int) 相似文献
503.
焦炭和废铁屑微电解预处理垃圾渗滤液的研究 总被引:11,自引:0,他引:11
研究表明,废铁屑和焦炭微电解是预处理垃圾渗滤液的一种有效方法,可去除垃圾渗滤液COD、色度和腐殖酸等污染物质,改善其可生化性、降低负荷,为后续生化处理创造良好的条件.通过静态正交实验确定废铁屑和焦炭最佳投加体积比为1∶3;最佳反应pH值为4;动态实验中,反应时间为1 h时,COD和色度去除率分别高达68%和91%;BOD/COD从0.3提高到0.5左右. 相似文献
504.
Jones RK Sun WH Tang CS Robert FM 《Environmental science and pollution research international》2004,11(5):340-346
GOAL, SCOPE AND BACKGROUND: The goal of this study was to understand the interaction between plants and microorganisms during petroleum-hydrocarbon bioremediation in Pacific Islands coastal soils. Total bacteria and hydrocarbon-degrading microorganisms population dyanamics were examined in the rhizospheres of tropical trees and shrubs, which were evaluated for their phytoremediation potential in a greenhouse experiment. The respective and combined effects of plant roots and diesel contaminant on the microbial populations were determined in relation to diesel fuel depletion. An increase in the grading populations size of the hydrocarbon-degrading populations of microbes, elicited by rhizodeposition, is generally regarded as conducive to an enhanced degradation of petroleum hydrocarbon pollutants in vegetated soil. METHODS: The soil was a coastal sandy loam (pH 7.8) which was artificially contaminated with 10 g of No. 2 diesel fuel/kg soil or left uncontaminated. The pots were irrigated with fertilizer and 1% NaCl. The enumerations were carried out in the contaminated and uncontaminated rhizospheres of three trees, kiawe (Prosopis pallida), milo (Thespesia populnea), and kou (Cordia subcordata) and three shrubs, beach naupaka (Scaevola sericea), false sandalwood (Myoporum sandwicense), and oleander (Nerium oleander). Unplanted control soils were included in the experiment. Total bacteria and phenanthrene-degrading bacteria were enumerated on plates. Diesel- and pristane-degrading microorganisms were enumerated by the most-probable-number technique in tissue-culture plates. RESULTS AND DISCUSSION: All four types of microorganisms responded to the rhizosphere of the 6 plants in uncontaminated soil and to the diesel contaminant in unplanted soil. In contaminated rhizospheres, no effect of the plant on the hydrocarbon-degrader numbers was visible. Total bacteria responded more to the plant roots than to the contaminant. The phenanthrene-degrading bacteria and pristane-degrading microorganisms were more influenced by the contaminant than by the plants. The diesel-degrading microorganisms were equally stimulated by the plants and the contaminant. The numbers of hydrocarbon degraders were similar in the contaminated rhizospheres of the three effective plants (kiawe, kou, and milo) and in those of the three ineffective shrubs. CONCLUSION: The results suggest the quality of the rhizodeposition is plant-dependent and governs the type of diesel-degrader populations that will be enhanced by a given plant. RECOMMENDATIONS AND OUTLOOK: In the proposed phytoremediation-benefit model plant roots maintain high levels of hydrocaron degraders in uncontaminated soil. When the root enters a contaminated zone of soil, those hydrocarbon degraders that prefer the contaminant would switch to the contaminant as a carbon source, effectively removing the hydrocarbons. If the root exudates and the contaminant are equally attractive to the hydrocarbon degraders, the contaminant degradaton would be less effective. 相似文献
505.
506.
PCB removal from contaminated dredged material 总被引:5,自引:0,他引:5
The purpose of this study was to evaluate the feasibility of decontaminating PCB contaminated sediment using land treatment technology. Five glass aquariums were set up to test the disappearance of polychlorinated biphenyls (PCBs) in dredged sediment under laboratory conditions that simulated photodegradation, biological transformation, and volatilization in dredged material confined disposal facilities (CDFs). A 40% decline in PCB concentration was achieved over a period of 5 months. Analysis of the variance in the data showed that periodic tilling produced a tangible effect on the disappearance of PCBs. However, the process or processes responsible for PCB disappearance could not be determined. PCB disappearance from the sediment was most likely caused by a combination of photolysis, volatilization, and biodegradation mechanisms rather than by any single process. 相似文献
507.
This paper presents a mathematical framework that can be used to determine the flow distributions for a step-feed activated sludge process that result in maximum nitrogen removal. The model indicates that nitrogen removal efficiency in a step-feed activated sludge process is highly dependent on the ultimate biochemical oxygen demand (BOD(L))-to-total Kjeldahl nitrogen (TKN) ratio of the wastewater. For typical domestic wastewater, which has a relatively high BOD(L)-to-TKN ratio, the step-feed process will outperform the Modified Ludzack-Ettinger process for nitrogen removal, when the flow to each step is optimally distributed. Using plant-specific water quality data and operating conditions from a 1-year period, nitrogen removal performance for four step-feed activated sludge plants operated by the Sanitation Districts of Los Angeles County (California) was calculated using the developed model. The calculated nitrogen removal efficiencies match well with the actual plant performance data. These results validate the model as a useful tool for predicting nitrogen removal in a step-feed activated sludge process. Other analyses revealed that improvements in nitrogen removal at existing facilities are achievable by adjusting the split of primary effluent flow to each anoxic zone several times during the day. The timing of the adjustments and the optimal flow splits can be determined from data on diurnal fluctuations in BOD(L) and TKN concentrations. An example is provided to illustrate the application of such an operating strategy and the potential enhancement of nitrogen removal. 相似文献
508.
曝气生物滤池技术研究与应用进展 总被引:10,自引:0,他引:10
曝气生物滤池是一种将生物氧化机理与深床过滤机理有机结合的新型污水生物处理技术。本文对曝气生物滤池的工艺原理、工艺特点、工艺形式进行了综合评述,对其在城市生活污水处理中去污效能、启动方式、反冲洗形式及理想填料的应用与最新研究进展进行了详细介绍,尤其对目前曝气生物滤池存在的优点与不足进行了针对性的分析。对曝气生物滤池的运行机理进行深入探讨,并进一步加强对曝气生物滤池与其他工艺组合的优化研究,将完善曝气生物滤池的工艺体系,拓宽其使用范围。因此,曝气生物滤池将在我国污水处理中具有广阔的应用前景。 相似文献
509.
510.
催化剂在应用过程中必须具有良好的催化活性和稳定性。优化制备的CuO/γ-Al2O3催化剂用于处理高浓度难降解的乳化液废水时具有良好的催化活性。在200℃时反应2h,TOC去除率为81.3%,比未加催化剂的湿式氧化提高了14.9%。该催化剂对分散兰废水具有更高的活性和稳定性:在220℃反应1.5h后,COD和TOC去除率分别为68.8%和56.5%,比非催化氧化分别提高了18.7%和18.9%。 相似文献