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961.
垃圾土持水率是估算填埋场淋沥液高度和分析填埋体稳定性的重要参数。通过对高压固结仪的改造,研制垃圾土持水率的室内实验仪器,并在该仪器上对取自我国南方某填埋场3个不同深度的大直径垃圾土试样进行各级荷载下的持水率实验。研究结果表明,随填埋深度增大,垃圾年份增加,垃圾土可降解度降低,腐殖质含量增大,垃圾土的持水率减小;随上覆压力增大,干重和湿重持水率减小,当上覆压力增大到一定程度,减小趋势变缓;随上覆压力的增大,体积持水率一般呈减小的趋势,但对于疏松垃圾土,在较小的压力下,体积持水率有增大的趋势,当压力增大到一定程度,则随压力的增大而减小;随干密度的增大,垃圾土干重和湿重持水率均减小。提出的垃圾土持水率的室内实验方法和研制的仪器合理可行。 相似文献
962.
芦会杰 《环境保护与循环经济》2020,40(1):69-72
生活垃圾的处置一直以填埋为主,垃圾填埋承载着巨大的环境压力,尤其是垃圾填埋产生的渗滤液会对地下水造成砷、汞污染。为了解北京市生活垃圾填埋场地下水砷、汞污染水平,在北京市5座生活垃圾填埋场布设采样点,采集36个地下水样品,采用氢化物发生-原子荧光法,分析了地下水砷、汞含量特征。结果表明,36个地下水样品砷浓度范围0.41~4.82μg/L,汞浓度范围0.024~0.121μg/L,北京市典型垃圾填埋场地下水样品不存在砷、汞污染问题。 相似文献
963.
964.
Applicability of grid-net detection system for landfill leachate and diesel fuel release in the subsurface 总被引:1,自引:0,他引:1
The grid-net system estimating the electrical conductivity changes was evaluated as a potential detection system for the leakage of diesel fuel and landfill leachate. Aspects of electrical conductivity changes were varied upon the type of contaminant. The electrical conductivity in the homogeneous mixtures of soil and landfill leachate linearly increased with the ionic concentration of pore fluid, which became more significant at higher volumetric water contents. However, the electrical conductivity in soil/diesel fuel mixture decreased with diesel fuel content and it was more significant at lower water contents. The electrode spacing should be determined by considering the type of contaminant to enhance the electrode sensitivity especially when two-electrode sensors are to be used. The electrode sensitivity for landfill leachate was constantly maintained regardless of the electrode spacings while that for the diesel fuel significantly increased at smaller electrode spacings. This is possibly due to the fact that the insulating barrier effect of the diesel fuel in non-aqueous phase was less predominant at large electrode spacing because electrical current can form the round-about paths over the volume with relatively small diesel fuel content. The model test results showed that the grid-net detection system can be used to monitor the leakage from waste landfill and underground storage tank sites. However, for a successful application of the detection system in the field, data under various field conditions should be accumulated. 相似文献
965.
N2O emissions from municipal solid waste landfills with selected infertile cover soils and leachate subsurface irrigation 总被引:1,自引:0,他引:1
This study presents the field investigations into the effects of cover soils and leachate subsurface irrigation on N2O emissions from municipal solid waste landfills. Landfill Site A and Site B, covered with carefully chosen infertile soils, were selected to monitor their diurnal and seasonal variations of N2O emissions. The annual average N2O flux was 469 ± 796 μg N2O-N m−2 h−1 in Site B with leachate subsurface irrigation, three times that of Site A without leachate irrigation. When an additional soil containing lower contents of carbon and nitrogen was introduced to cover part of Site B, its N2O fluxes decreased by 1-2 orders of magnitude compared with the left area of Site B. This suggested that carefully selected cover soils could substantially reduce N2O emissions even under leachate subsurface irrigation. Statistical analysis proved that the availabilities of soil moisture and mineralized nitrogen were the key parameters controlling landfill N2O emissions. 相似文献
966.
967.
卫生填埋场渗滤液调节池容量的确定 总被引:1,自引:0,他引:1
分析了影响卫生填埋场垃圾渗滤液调节池容量的主要因素,介绍了两种调节池容量的设计方法,并以某小型卫生填埋场为例进行计算,模拟出填埋场日渗滤液的累积图。在对两种设计方法的优劣进行比较分析后,确定出一种适合我国实际情况的方法。旨在推广这种设计方法,使我国的卫生填埋场设计逐步科学化规范化。 相似文献
968.
化学沉淀法去除垃圾渗滤液中的氨氮 总被引:117,自引:0,他引:117
为了有效地去除垃圾渗滤液中高浓度的NH^+4-N而避免传统吹脱法造成吹脱塔内碳酸盐结垢问题,探讨了采用化学药剂诸加MgCl2·6H2O和Na2HPO4·12H2O或MgO和H3PO4使NH^+4-N生成磷酸铵镁的化学沉淀去除法。小试研究结果表明,当垃圾渗滤液中投加MgCl2·6H2O和Na2HPO4·12H2O而使Mg^2+:NH^+4:PO^3-4的比例为1:1:1时,在最佳pH为8.5~9.0 相似文献
969.
970.
通过对昆明东郊垃圾填埋场渗滤水水样进行采集分析,探讨了垃圾渗滤水水质污染现状及其污染特性。结果表明,渗滤水原液及经初步处理后水池水质电导率、溶解氧量、化学需氧量、氨氮量、全磷量、氟离子、氯离子均超标(V类)严重;pH值、浊度与叶绿素3项指标有不同程度偏高。垃圾渗滤水含盐量高、还原性物质多、水质表观差。渗滤水经最终处理后有多项水质指标得到明显改善,但有些指标(如氟离子、氯离子、氨氮量)仍然较高,未达到地表水V类标准。经综合评价分析,垃圾渗滤水原液、经初步处理后的渗滤水及最终处理后的渗滤水,其水质综合污染指数均远大于3.0,属重度污染水平,而当地水库的水质在清洁水平范畴,未受垃圾渗滤水污染。 相似文献