填埋场内部水分运移数学模型研究进展

填埋场内部水分运移对渗滤液的水质和产生速率有重要影响。对于生物反应器填埋场。控制填埋场内部的水分分布是研究的关键之一。综述了填埋场内部水分运移数学模型的研究进展。指出了目前模型中存在的问题和今后研究的方向。     

Cd and Zn Concentration in Hybrid Poplar Foliage and Leaf Beetles Grown on Polluted Sediment-Derived Soils

Foliar Cd and Zn concentrations of hybrid poplars commonlyplanted on sediment-derived soils were assessed in field circumstances. Selected sites covered a range of soil types andplantation characteristics. Reference data for foliar concentrations were established from samples taken in a tree-nursery. Even in the reference situation a large variationin foliar Cd and Zn concentrations was observed, with relative standard deviations in the order of 15%. Foliar concentrations of Cd and Zn in poplars growing on sediment-derived soils increased during the growing season. The accumulation rate was markedly higher on polluted sediment-derived soils than in thereference situation. Poplars grown on polluted sedimentderived soils showed elevated and deviating foliar Cd and Znconcentrations (>7.5 mg Cd kg^-1 DW and 320 mg Zn kg^-1 DW). A thin unpolluted covering layer did not influence foliarconcentrations. Regardless of site characteristics, poplarage, species or clone, a significant positive relation wasfound between soil and foliar concentration for Zn and to alesser extent for Cd. Bioconcentration factors for Cd and Znwere higher than one in baseline situations, but mostly lowerthan one on polluted sediment-derived soils. Cd:Zn ratio wason the average twice as high as in the soil. Leaf beetlesshowed normal body concentrations for Zn, but higher Cdconcentrations than in reference situations. BCFs were lowerthan one on sediment-derived soils. Foliar results indicateda possible threat in long-term habitat development of poplarplantations. This conclusion was confirmed by the significanthigher Cd concentrations in leaf beetles grown on poplarswith deviant foliar concentrations. However, litterdecomposition rates were generally evaluated as normal.     

Microbiological indication of municipal solid waste landfill non-stabilization

Accidental collapse resulted from unstable factors is an important technological problem to be solved in sanitary landfill. Microbiological degradation of organic matters in landfilled solid waste are an important unstable factor. A landfill reactor was thus manufactured and installed to examine quantitative and population dynamics of microorganisms during degradation of landfilled solid waste. It was showed that unstable landfill can be reflected and indicated by microbiological features such as rapidly decreased growth amount of microorganisms, no detection of fungi and actinomyces, and changing the dominant population into methanogenic bacteria and Acinotobacter.     

垃圾填埋场营造人工植被的研究

采用３种不同栽培方式,受试木本植物１６种、草本植物９种,在垃圾填埋场进行营造人工植被的试验。结果表明,填埋场甲烷气是影响植物成活的主要因素。在填埋１－２年的废弃地上,栽培短周期生长植物全部成活,获得了预期效果。在埋龄１年的垃圾废弃地上不易种植长周期生长的木本植物,在埋龄２年的废弃地上,仍需采取覆盖６０ｃｍ土层阻断沼气等措施才能生长。筛选出抗性较好的植物枸杞、苦楝、紫穗槐、刺槐、白蜡树、女贞、苜蓿、     

序批式自动增氧型生活污水处理器的运行

设计一种序批式自动增氧型生活污水处理器,采用间歇运行方式,考察其对SS、COD、TN、TP的去除效果以及抗有机冲击负荷能力。结果表明,系统启动后,对SS、COD、TN、TP的去除率分别稳定在90%、80.9%、87.4%和88.4%以上;在一定范围内,处理器对有机冲击负荷有较强的适应性和稳定性,适合于生活污水的处理,具有一定的应用前景。     

卫生填埋场防渗衬垫系统优化设计

根据已建卫生填埋场防渗衬垫设计的实践经验总结,指出垃圾卫生填埋场防渗衬垫设计应从结构稳定、污染防治、减压导排等几方面进行综合考虑。采用现代环境卫生技术和环境土工技术,对防渗衬垫系统进行优化设计,并将其应用至现代卫生填埋场防渗衬垫设计中。     

Methane Emission Estimates from Landfills Obtained with Dynamic Plume Measurements

Methane emissions from 3 different landfills inthe Netherlands were estimated using a mobileTuneable Diode Laser system (TDL). The methaneconcentration in the cross section of the plumeis measured downwind of the source on a transectperpendicular to the wind direction. A gaussianplume model was used to simulate theconcentration levels at the transect. Theemission from the source is calculated from themeasured and modelled concentration levels.Calibration of the plume dispersion model isdone using a tracer (N₂O) that is releasedfrom the landfill and measured simultaneouslywith the TDL system. The emission estimates forthe different locations ranged from 3.6 to 16 m³ ha^-1 hr^-1 for the differentsites. The emission levels were compared toemission estimates based on the landfill gasproduction models. This comparison suggestsoxidation rates that are up to 50% in springand negligible in November. At one of the threesites measurements were performed in campaignsin 3 consecutive years. Comparison of theemission levels in the first and second yearshowed a reduction of the methane emission ofabout 50% due to implementation of a gasextraction system. From the second to the thirdyear emissions increased by a factor of 4 due tonew landfilling. Furthermore measurements wereperformed in winter when oxidation efficiencywas reduced. This paper describes themeasurement technique used, and discusses theresults of the experimental sessions that were performed.     

垂直铺膜技术在垃圾处理场的应用

卫生填埋是世界各国应用较多的固体废弃物的处置方式 ,本研究根据岩土工程界的研究成果 ,提出垃圾场垂直插铺土工膜阻隔垃圾渗滤液技术     

封闭式城市生活垃圾填埋场向大气释放汞的途径

利用自动测汞仪和动力学通量箱技术,对武汉市某生活垃圾填埋场封闭的扩建部分向大气释放汞的途径进行了研究.结果发现,封闭式垃圾填埋场释放汞的途径主要是通过地表,而排气筒的释放很小.观测期间地表汞的释放强度平均为(192.5±245.3)ng·(m²·h)^-1,比世界背景区域高出1～2个数量级.释放过程具有明显的昼夜变化规律,白天高于夜间,并在午间达到峰值.光照强度与汞释放通量间的相关性最高,达到0.77,说明Hg(Ⅱ)的光致还原作用是挥发态Hg0生成的主要途径.垃圾填埋场排气筒释放的气体中Hg0的平均浓度为7.0～68.9 ng.m^-3,远低于运行中的垃圾填埋场,并且流速也很小.     

Geotechnical properties of municipal solid waste at different phases of biodegradation

This paper presents the results of laboratory investigation conducted to determine the variation of geotechnical properties of synthetic municipal solid waste (MSW) at different phases of degradation. Synthetic MSW samples were prepared based on the composition of MSW generated in the United States and were degraded in bioreactors with leachate recirculation. Degradation of the synthetic MSW was quantified based on the gas composition and organic content, and the samples exhumed from the bioreactor cells at different phases of degradation were tested for the geotechnical properties. Hydraulic conductivity, compressibility and shear strength of initial and degraded synthetic MSW were all determined at constant initial moisture content of 50% on wet weight basis. Hydraulic conductivity of synthetic MSW was reduced by two orders of magnitude due to degradation. Compression ratio was reduced from 0.34 for initial fresh waste to 0.15 for the mostly degraded waste. Direct shear tests showed that the fresh and degraded synthetic MSW exhibited continuous strength gain with increase in horizontal deformation, with the cohesion increased from 1 kPa for fresh MSW to 16–40 kPa for degraded MSW and the friction angle decreased from 35° for fresh MSW to 28° for degraded MSW. During the triaxial tests under CU condition, the total strength parameters, cohesion and friction angle, were found to vary from 21 to 57 kPa and 1° to 9°, respectively, while the effective strength parameters, cohesion and friction angle varied from 18 to 56 kPa and from 1° to 11°, respectively. Similar to direct shear test results, as the waste degrades an increase in cohesion and slight decrease in friction angle was observed. Decreased friction angle and increased cohesion with increased degradation is believed to be due to the highly cohesive nature of the synthetic MSW. Variation of synthetic MSW properties from this study also suggests that significant changes in geotechnical properties of MSW can occur due to enhanced degradation induced by leachate recirculation.