Direction of Chronic Risks, INERIS, Parc Technologique Alata BP 2, 60550 Verneuil-en-Halatte, France.
J Hazard Mater. 2009 Dec 30;172(2-3):904-13. doi: 10.1016/j.jhazmat.2009.07.083. Epub 2009 Jul 28.
The use of municipal solid waste incineration (MSWI) bottom ash for road and car-park construction is an appropriate solution to reduce their disposal and the consumption of natural materials. In addition to leaching tests, the environmental impact assessment of such a waste recycling scenario critically needs for reliable long-term field data. This paper addresses a 10-year pilot site where MSWI bottom ashes have been used as road aggregates in Northern France (oceanic temperate climate). The paper focuses on the long-term evolution of leachate chemistry and the mineralogical transformations of MSWI bottom ash over 10 years. Data interpretation is supported by geochemical modeling in terms of main pH-buffering processes. The leachate pH and concentrations in major elements (Ca, Na and Cl) as well as in Al and heavy metals (Cu, Pb and Zn) quickly drop during the first 2 years to asymptotically reach a set of minimum values over 10 years; similar to those of a reference road built with natural calcareous aggregates. SO(4) release makes exception with a slightly increasing trend over time. Carbonation induced by CO(2) inputs, which leads to the successive dissolution of portlandite, CSH and ettringite, is one of the main phenomenon responsible for the geochemical evolution of leachate. On the other hand, mineralogical observations and batch tests demonstrate a relative stability of the MSWI bottom ash inside the subbase layer. In particular, carbonation may be far to be completed and still in progress after 10 years. This is consistent with preferential rainwater flow and dilution at the road edges combined to diffusion inside the subbase layer.
利用城市固体废物焚烧(MSWI)底灰作为道路和停车场的建筑材料是减少其处置和消耗天然材料的一种合适的解决方案。除了浸出试验外,这种废物回收利用方案的环境影响评估还迫切需要可靠的长期现场数据。本文介绍了一个 10 年的试点项目,其中在法国北部(海洋性温带气候)将 MSWI 底灰用作道路骨料。本文重点研究了 MSWI 底灰在 10 年内的浸出液化学特性和矿物转化的长期演变。通过主 pH 缓冲过程的地球化学模拟来支持数据解释。浸出液的 pH 值和主要元素(Ca、Na 和 Cl)以及 Al 和重金属(Cu、Pb 和 Zn)的浓度在最初的 2 年内迅速下降,然后在 10 年内逐渐达到一组最小值;与使用天然钙质骨料建造的参考道路相似。SO(4)的释放随着时间的推移略有增加,这是一个例外。由于 CO(2)输入导致的碳酸化作用,相继溶解了氢氧化钙、CSH 和钙矾石,这是导致浸出液地球化学演变的主要现象之一。另一方面,矿物学观察和批量试验表明,在次基层内 MSWI 底灰具有相对稳定性。特别是,碳酸化作用可能远未完成,在 10 年后仍在进行中。这与道路边缘的雨水优先流动和稀释以及次基层内的扩散是一致的。