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911.
在静态水培实验条件下,对不同浓度垃圾渗滤液条件下凤眼莲的生长状况及其净化效果进行了研究。结果表明,在高浓度(COD 3 546.7 mg/L、NH3-N 527.5 mg/L、TP 8.02 mg/L)垃圾渗滤液条件下(HCL)凤眼莲全部被毒害致死,在中浓度(COD 1 233.3 mg/L、NH3-N 182.9 mg/L、TP 2.83 mg/L)垃圾渗滤液条件下(MCL)生长状况差,生物量减少为实验前的32.6%。在低浓度(COD 660.0 mg/L、NH3-N 99.7 mg/L、TP 1.59 mg/L)垃圾渗滤液条件下(LCL)能够正常生长,且对低浓度垃圾渗滤液有较好的净化效果。24 d后COD、NH3-N和TP的去除率分别为85.9%,99.8%和84.8%。COD与NH3-N均达到《生活垃圾填埋场污染控制标准(GB16889-2008)》排放标准,TP达到《地表水环境质量标准(GB 3838-2002)》Ⅳ类排放标准。 相似文献
912.
MBR-NF截留液中腐植酸的纳滤分离浓缩特性 总被引:2,自引:1,他引:1
MBR-NF截留液是一类难处理的高浓度有机废水,其所含有机物几乎都是腐植酸,可考虑资源利用。实验室内采用纳滤对其所含腐植酸进行分离浓缩。引入分离因子来表征纳滤的分离效果。实验结果表明,分离因子(SF)与体积浓缩倍数(CF)有很好的线性关系,浓缩倍数为5时,截留液中有机碳浓度为9 413 mg/L,重金属浓度处于mg/L水平,分离因子达到2.76,表明纳滤可有效地将MBR-NF截留液中的腐植酸与无机盐分离,并进行浓缩。 相似文献
913.
914.
915.
Treatment of municipal landfill leachate by catalytic wet air oxidation: Assessment of the role of operating parameters by factorial design 总被引:2,自引:0,他引:2
Anglada A Urtiaga A Ortiz I Mantzavinos D Diamadopoulos E 《Waste management (New York, N.Y.)》2011,31(8):1833-1840
The wet air oxidation (WAO) of municipal landfill leachate catalyzed by cupric ions and promoted by hydrogen peroxide was investigated. The effect of operating conditions such as WAO treatment time (15-30 min), temperature (160-200 °C), Cu2+ concentration (250-750 mg L−1) and H2O2 concentration (0-1500 mg L−1) on chemical oxygen demand (COD) removal was investigated by factorial design considering a two-stage, sequential process comprising the heating-up of the reactor and the actual WAO. The leachate, at an initial COD of 4920 mg L−1, was acidified to pH 3 leading to 31% COD decrease presumably due to the coagulation/precipitation of colloidal and other organic matter. During the 45 min long heating-up period of the WAO reactor under an inert atmosphere, COD removal values up to 35% (based on the initial COD value) were recorded as a result of the catalytic decomposition of H2O2 to reactive hydroxyl radicals. WAO at 2.5 MPa oxygen partial pressure advanced treatment further; for example, 22 min of oxidation at 200 °C, 250 mg L−1 Cu2+ and 0-1500 mg L−1 H2O2 resulted in an overall (i.e. including acidification and heating-up) COD reduction of 78%. Amongst the operating variables in question, temperature had the strongest influence on both the heating-up and WAO stages, while H2O2 concentration strongly affected the former and reaction time the latter. Nonetheless, the effects of temperature and H2O2 concentration were found to depend on the concentration levels of catalyst as suggested by the significance of their 3rd order interaction term. 相似文献
916.
The results of a field survey and laboratory study indicated that nitrogenous landfill leachate treatment can be a significant potential source of N2O emission. Nil (raw leachate) to 58.8ngmL(-1)h(-1) (sequential batch reactor) N2O emission was detected at five treatment plants in South China. The production and emission of N2O was especially high soon after the raw leachate was aerated. The emission was positively correlated with the dissolved N2O content in leachate; detected dissolved N2O ranged from 0 to 1309ngmL(-1). All leachate treatment plants studied were effective in NH4+-N removal (>95%); however, the highest N2O emission was estimated to be 0.25g N2Ocapita(-l)year(-1), comparable with the rate of N2O emission in conventional sewage treatment process. 相似文献
917.
Capped waste sites often are vegetated with commercial turf grasses to increase evapotranspiration and prevent erosion and
possible exposure of the barrier. Fertilizer, frequent watering, and mowing may be required to establish the turf grass and
prevent invasion by trees and shrubs. Oldfield vegetation of grasses and forbs is a possible sustainable alternative to turf
grass communities. To determine if oldfield vegetation can establish on caps, we (1) compared establishment of a dominant
oldfield grass and a commercial turf grass under different combinations of new closure cap management: spring or summer planting
and presence or absence of amendments to alleviate drought (watering, mulch) or increase soil fertility (fertilizer, lime,
a nitrogen-fixing legume); (2) surveyed existing caps to determine if oldfield species establish naturally; and (3) performed
a greenhouse experiment to compare growth of two native grasses under low and amended (added water, soil nutrients) conditions.
Both the commercial grass and oldfield species established under new cap conditions; fertilizer, water, and mulch improved
vegetation establishment in spring or summer, but legumes decreased grass cover. In the greenhouse, both native grasses grew
best with amendments; however, substantial stem and root length were obtained with no fertilizer and only once-weekly watering.
Existing vegetated caps supported planted grasses and naturally established oldfield species. Overall, the results indicate
native grasses can establish on new caps and oldfields can serve as a management model; further work is needed to determine
the management strategy to maintain herbaceous vegetation and slow woody species invasion. 相似文献
918.
在ArcGIS 8.3软件空间分析模块(spatial analysis)支持下,以江苏省长江以南市辖区为研究对象,进行了空间叠加和空间复合查询分析,以确定垃圾填埋场候选区域分布,并同已有的垃圾填埋场监测点进行比较,结果表明,利用地理信息系统技术进行垃圾填埋场辅助分析是可行的. 相似文献
919.
臭氧预氧化-BAF工艺深度处理垃圾渗滤液 总被引:4,自引:0,他引:4
以广东省江门市垃圾填埋场垃圾渗滤液为研究对象,对经SBR生化处理和聚合硫酸铁混凝后的垃圾渗滤液,采用臭氧-BAF(曝气生物滤池)工艺进行深度处理。该工艺优点在于:臭氧高级氧化技术使大分子有机污染物降解成二氧化碳和水,或者小分子有机污染物,有利于后继BAF的生化处理,且臭氧处理过后废水的色度明显降低,是废水处理的有效方法之一。而后采用曝气生物滤池对垃圾渗滤液进行进一步处理,对COD进一步去除。结果表明,当臭氧的加入量为150 mg/L,BAF停留时间>4 h,出水COD低于85 mg/L,稳定达到国家GB 16889-1997《生活垃圾填埋污染控制标准》一级排放标准,臭氧氧化法处理每吨垃圾渗滤液的费用为4.8元。 相似文献
920.
Valencia R den Hamer D Komboi J Lubberding HJ Gijzen HJ 《Journal of environmental management》2009,90(2):940-945
Co-disposal of septic tank sludge had a positive effect on the municipal solid waste (MSW) stabilisation process in Bioreactor Landfill simulators. Co-disposal experiments were carried out using the Bioreactor Landfill approach aiming to solve the environmental problems caused by indiscriminate and inadequate disposal of MSW and especially of septic tank sludge. The simulator receiving septic tank sludge exhibited a 200 days shorter lag-phase as compared to the 350 days required by the control simulator to start the exponential biogas production. Additionally, the simulator with septic sludge apparently retained more moisture (>60% w/w), which enhanced the overall conversion of organic matter hence increasing the biogas production (0.60 m3 biogas kg(-1)VS(converted)) and removal efficiency of 60% for VS from the simulator. Alkaline pH values (pH>8.5) did not inhibit the biogas production; moreover it contributed to reduce partially the negative effects of NH(4)(+) (>2 g L(-1)) due to NH(3) volatilisation thus reducing the nitrogen content of the residues. Associated risks and hazards with septage disposal were practically eliminated as total coliform and faecal coliform contents were reduced by 99% and 100%, respectively at the end of the experiment. These results indicate that co-disposal has two direct benefits, including the safe and environmentally sound disposal of septic tank sludge and an improvement of the overall performance of the Bioreactor Landfill by increasing moisture retention and supplying a more acclimatised bacterial population. 相似文献