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BIOREACTOR LANDFILLS: THE LINER SYSTEM ISSUES

机译:生物反应器装填:班轮系统问题

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The rapid degradation of municipal solid waste (MSW) when maintained at field capacity moisture content (and neutral pH conditions) has been proven by innumerable bench and small scale laboratory studies. What is presently needed is a wealth of full scale performance data in order to make the concept of leachate recycling leading to bioreactor landfills the method-of-choice for the disposal of MSW. This paper recognizes that the concept of field capacity moisture conditions are necessary for optimal degradation of the waste. In general, co-mingling of recycled leachate with additional liquids (site precipitation water, gray-water, and/or sewage sludge) is necessary to achieve field capacity throughout the waste mass. This leads to several operations and design issues which are described in the paper. Operations must homogenize the waste to the maximum extent possible so as to provide for field capacity at all locations within the landfill. Unimpeded and uniform movement of liquids must be maintained at all elevations within the landfill. In this regard, it is usually necessary to use alternative daily cover materials on each lift of waste so as not to have perched leachate and side slope seeps. Design must focus on high quality liner systems (GM/GCL's are fully acceptable); extremely open leachate collection soils (k ≥ 1.0 cm/sec); structurally sound leachate removal piping systems (limit height of landfill); caution over filter/operations layers (omit both); placement of final cover (postpone until waste is decomposed); and proper waste stability (avoid failures arising from excess hydraulic heads). All of these issues are discussed in the paper, along with the rationale for making the respective recommendations. The paper concludes with a call for more fully operational sites and for greater instrumentation of MSW landfills practicing leachate recycling and liquids augmentation. Such information is necessary to determine if true bioreactor landfills can be realized on a universal and routine basis. Funding for such activity should come from federal and/or state agencies. Commingled public and private funding is also a possibility. Sole reliance on private funding is not likely, nor ultimately the best resolution of the unanswered issues and concerns.
机译:在无数的试验台和小型实验室研究中,证明了在保持田间持水量(和中性pH条件)的情况下,市政固体废物(MSW)的快速降解。当前需要大量的全面性能数据,以使渗滤液回收的概念成为生物反应器填埋场的首选方法,以处理生活垃圾。本文认识到场容量湿度条件的概念对于废物的最佳降解是必要的。通常,将回收的渗滤液与其他液体(现场沉淀水,灰水和/或污水污泥)混合在一起对于在整个垃圾场中实现现场处理能力是必要的。这导致了本文中描述的一些操作和设计问题。操作必须最大程度地将废物均质化,以便在垃圾填埋场中的所有位置提供野外处理能力。必须在填埋场内的所有海拔高度保持液体的畅通无阻和均匀移动。在这方面,通常有必要在每个垃圾堆上使用其他日常覆盖材料,以免渗滤液和侧坡渗水。设计必须着眼于高质量的内衬系统(完全可以接受GM / GCL);极开放的渗滤液收集土壤(k≥1.0 cm / sec);结构合理的渗滤液清除管道系统(极限填埋高度);注意过滤器/操作层(均省略);放置最终覆盖物(推迟到废物分解之前);以及适当的废物稳定性(避免因液压头过多而导致的故障)。本文讨论了所有这些问题,以及提出相应建议的理由。本文最后呼吁建立更多可充分利用的场地,并要求更多的MSW垃圾填埋场仪器进行渗滤液回收和液体补充。这样的信息对于确定是否可以在通用和常规的基础上实现真正的生物反应堆填埋场是必要的。此类活动的资金应来自联邦和/或州机构。公共和私人资金的混合也是可能的。完全不可能依靠私人资金,也不可能最终解决未解决的问题。

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