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垃圾填埋场封场工程施工安全措施 总被引:1,自引:0,他引:1
对生活垃圾填埋场封场工程施工过程中的防火防爆问题进行了探讨,并介绍了主要对应措施。 相似文献
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通过室内模拟试验,在渗滤液回灌的厌氧填埋柱基本进入稳定状态后,改用准好氧运行方式。同时监测了渗滤液中有机物浓度以压温度、pH值的变化。改变模拟垃圾柱的运行方式两个月以后。氨氯浓度由2000mg/L迅速下降至101.48mg/L,试验结果显示,准好氧运行方式可以解决生物反应器填埋场进入稳定阶段后存在的氨氮浓度高的问题,加速填埋场的稳定。 相似文献
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垃圾填埋场有机污染物的生物降解机理 总被引:3,自引:0,他引:3
概述了垃圾填埋场中微生物的作用特性,微生物对有机污染物的降解及其影响因素,介绍了有机污染物降解的两种生化动力学模型:“速度指数模型”和“双曲线速度模型”,以及垃圾降解的动力学方程。 相似文献
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Pradeep Jain Jae Hac Ko Dinesh Kumar Jon Powell Hwidong Kim Lizmarie Maldonado Timothy Townsend Debra R. Reinhart 《Waste management (New York, N.Y.)》2014,34(11):2312-2320
A case study of landfill liquids addition using small diameter (5 cm) vertical wells is reported. More than 25,000 m3 of leachate was added via 134 vertical wells installed 3 m, 12 m, and 18 m deep over five years in a landfill in Florida, US. Liquids addition performance (flow rate per unit screen length per unit liquid head) ranged from 5.6 × 10?8 to 3.6 × 10?6 m3 s?1 per m screen length per m liquid head. The estimated radial hydraulic conductivity ranged from 3.5 × 10?6 to 4.2 × 10?4 m s?1. The extent of lateral moisture movement ranged from 8 to 10 m based on the responses of moisture sensors installed around vertical well clusters, and surface seeps were found to limit the achievable liquids addition rates, despite the use of concrete collars under a pressurized liquids addition scenario. The average moisture content before (51 samples) and after (272 samples) the recirculation experiments were 23% (wet weight basis) and 45% (wet weight basis), respectively, and biochemical methane potential measurements of excavated waste indicated significant (p < 0.025) decomposition. 相似文献
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Heijo Scharff 《Waste management (New York, N.Y.)》2014,34(11):2218-2224
Modern waste legislation aims at resource efficiency and landfill reduction. This paper analyses more than 20 years of landfill reduction in the Netherlands. The combination of landfill regulations, landfill tax and landfill bans resulted in the desired landfill reduction, but also had negative effects. A fierce competition developed over the remaining waste to be landfilled. In 2013 the Dutch landfill industry generated €40 million of annual revenue, had €58 million annual costs and therefore incurred an annual loss of €18 million. It is not an attractive option to prematurely end business. There is a risk that Dutch landfill operators will not be able to fulfil the financial obligations for closure and aftercare. Contrary to the polluter pays principle the burden may end up with society. EU regulations prohibiting export of waste for disposal are in place. Strong differentials in landfill tax rate between nations have nevertheless resulted in transboundary shipment of waste and in non-compliance with the self-sufficiency and proximity principles. During the transformation from a disposal society to a recycling society, it is important to carefully plan required capacity and to guide the reorganisation of the landfill sector. At some point, it is no longer profitable to provide landfill services. It may be necessary for public organisations or the state to take responsibility for the continued operation of a ‘safety net’ in waste management. Regulations have created a financial incentive to pass on the burden of monitoring and controlling the impact of waste to future generations. To prevent this, it is necessary to revise regulations on aftercare and create incentives to actively stabilise landfills. 相似文献