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采用生物反应器填埋场消纳生活垃圾,通过改变模拟生物反应器填埋场实验垃圾柱的装填方式和运行方式,对不同垃圾柱的渗滤液水质变化特征进行分析,试验表明,生物反应器填埋场具有稳定时间短,渗滤液污染强度削减快,给后续的渗滤处理系统的设计及运行带来极大的便利。 相似文献
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准好氧填埋早期渗滤液特征浅析 总被引:10,自引:1,他引:10
本文基于室内垃圾模拟柱试验,分析了准好氧填埋早期垃圾渗滤液的产生过程及垃圾降解的机理,得出了启动期内垃圾渗滤液产量的变化趋势,总结出准好氧结构的部分优点,并针对早期准好氧渗滤液产量的特点作了相应的讨论。 相似文献
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针对安岳县垃圾填埋场渗滤液处理工艺存在的问题,采用两级DTRO系统作为渗滤液处理的主工艺,从工艺设计、运行参数、处理效果、工程投资及运行成本等方面对该工程进行了全面分析。在线监测结果表明,出水COD_(Cr)浓度低于17mg/L,NH_3-N浓度低于6mg/L,特征出水水质指标稳定且满足《生活垃圾填埋场污染控制标准》(GB16889-2008)中表3对渗滤液排放标准的要求,且工程总投资(694.12万元)和运行成本(41.82元/t)较低,经济性好。该工程可为类似垃圾填埋场渗滤液处理工艺的优化和提升提供借鉴和指导。 相似文献
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为了在达标排放的基础上降低建设规模为Ⅲ类、Ⅳ类型(中小型)垃圾填埋场处理垃圾渗滤液的人工及成本投入,提高系统稳定性,分析了泗县垃圾填埋场2018年3~12月渗滤液处理的运行状况。通过采用“预处理+两级碟管式反渗透+吹脱”的高度自动化工艺对垃圾渗滤液进行处理。结果表明:使用该系统处理后出水CODCr浓度低于26mg/L,NH3-N浓度低于15mg/L,各项出水指标均满足排放标准的要求,系统自动化程度高、稳定性好、且工程总投入834万元、运行期间处理每吨渗滤液花费为56.18元,成本较低适用性好。 相似文献
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回灌型准好氧填埋场渗滤液中COD浓度的预测模型探讨 总被引:1,自引:0,他引:1
基于进行的室内模拟试验,推导了回灌型准好氧填埋场COD浓度计算模型,并通过模拟试验结果确定了模型参数。结果表明,模型的相关系数为0.91,该模型可用于该类填埋场COD浓度的预测。本研究可为回灌型准好氧填埋场的设计提供依据。 相似文献
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GC-MS法测定垃圾填埋场渗滤液中的有机污染物 总被引:1,自引:0,他引:1
采用GC-MS联用技术对深圳市两个垃圾填埋场(A和B)渗滤液中的有机污染物进行分析。垃圾场A是简易生活垃圾填埋场,垃圾场B是生活垃圾焚烧底渣填埋场。垃圾场A渗滤液中COD、TOC、NH3-N、NO3^--N等污染指标的浓度比垃圾场B渗滤液高一个数量级。两个垃圾填埋场渗滤液中分别检测出主要有机物72种和57种,其中含有大量难降解有机物,如酚类、胺类、杂环类物质。两个垃圾填埋场渗滤液中有机物组分的相对含量不同,渗滤液A中酚类物质含量最高,渗滤液B中有机物多为长链烷烃。 相似文献
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In this study, two pilot-scale aerobic landfill reactors with (A1) and without (A2) leachate recirculation are used to obtain
detailed information on the quantity and quality of leachate in aerobic landfills. The observed parameters of leachate quality
are pH, chloride (Cl−), chemical oxygen demand (COD), biological oxygen demand (BOD), total Kjeldahl nitrogen (TKN), ammonia nitrogen (NH3-N), and nitrate (NO3–-N). pH values of the leachate increased to 7 after 50 days in reactor A1 and after 70 days in reactor A2. Cl− concentrations increased rapidly to 6100 (A1) and 6900 (A2) mg/L after 80 days, from initial values of 3000 and 2800 mg/L,
respectively. COD and BOD values decreased rapidly in the A1 landfill reactor, indicating the rapid oxidation of organic matter.
The BOD/COD ratio indicates that leachate recirculation slightly increases the degradation of solid waste in aerobic landfills.
NH3-N concentrations decreased as a result of the nitrification process. Denitrification occurred in parts of the reactors as
a result of intermittent aeration; this process causes a decrease in NO3− concentrations. There is a marked difference between the A1 and A2 reactors in terms of leachate quantity. Recirculated leachate
made up 53.3% of the leachate generated from the A1 reactor during the experiment, while leachate quantity decreased by 47.3%
with recirculation when compared with the aerobic dry landfill reactor. 相似文献
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Macdonald NW Rediske RR Scull BT Wierzbicki D 《Journal of environmental quality》2008,37(5):1974-1985
Municipal solid waste landfill leachate must be removed and treated to maintain landfill cover integrity and to prevent contamination of surface and ground waters. From 2003 to 2007, we studied an onsite disposal system in Ottawa County, Michigan, where leachate was spray irrigated on the vegetated landfill cover. We established six 20-m-diameter circular experimental plots on the landfill; three were spray irrigated as part of the operational system, and three remained as untreated control plots. We quantified the effects of leachate application on soil properties, soil solution chemistry, vegetative growth, and estimated solute leaching. The leachate had high mean levels of electrical conductivity (0.6-0.7 S m(-1)), Cl (760-900 mg L(-1)), and NH(4)-N (290-390 mg L(-1)) but was low in metals and volatile organic compounds. High rates of leachate application in 2003 (32 cm) increased soil electrical conductivity and NO(3)-N leaching, so a sequential rotation of spray areas was implemented to limit total leachate application to <9.6 cm yr(-1) per spray area. Concentrations of NO(3)-N and leaching losses remained higher on irrigated plots in subsequent years but were substantially reduced by spray area rotation. Leachate irrigation increased plant biomass but did not significantly affect soil metal concentrations, and plant metal concentrations remained within normal ranges. Rotating spray areas and timing irrigation to conform to seasonal capacities for evapotranspiration reduced the localized impacts of leachate application observed in 2003. Careful monitoring of undiluted leachate applications is required to avoid adverse impacts to vegetation or soils and elevated solute leaching losses. 相似文献
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采用沉淀-SBR-活性炭过滤复合工艺对城市垃圾渗滤液进行处理,确定混凝、SBR和活性炭过滤的最佳参数。结果表明,当进水CODcr 2500mg/L、氨氮在900mg/L的条件下,经该系统处理后,出水CODcr均在300mg/L以下,氨氮在20mg/L以下。CODcr去除率达90%以上,氨氮去除率达98%以上,达到去除有机物和氨氮的较好效果。 相似文献
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研究了二段式接触氧化工艺处理城市生活垃圾填埋渗滤液的强化预处理单元溶解氧变化对单元运行效果的影响。监测了0.2mg/L,0.4mg/L,0.6mg/L,0.8mg/L,1.0mg/L五个DO水平下,COD、NH3-N在0~30h内降解状况,降解曲线在较低的DO条件下,高效段较短,而DO越高,高效段越长。同时,对不同DO水平下C/N随时间的变化也进行了检测,为达到不同的C/N水平提供了工况选择上的参考。分析了降解曲线的特征及其工程应用的价值,提出了常规条件下该单元较优的溶解氧工况水平。 相似文献