Elsevier

Waste Management

Volume 31, Issue 2, February 2011, Pages 267-280
Waste Management

MSWI bottom ash used as basement at two pilot-scale roads: Comparison of leachate chemistry and reactive transport modeling

https://doi.org/10.1016/j.wasman.2010.06.002Get rights and content

Abstract

The recycling of municipal solid waste incineration bottom ash as aggregates for road basement requires assessing the long-term evolution of leachate chemistry. The Dåva (Sweden) and Hérouville (France) pilot-scale roads were monitored during 6 and 10 years, respectively. Calculated saturation indices were combined to batch test modeling to set a simplified geochemical model of the bottom ash materials. A common reactive transport model was then applied to both sites. At Hérouville, pH and the concentration of most elements quickly drop during the first two years to reach a set of minimum values over 10 years. The decrease is less pronounced at Dåva. The evolutions of pH and major element concentrations are fairly well related to the following pH-buffering sequence: portlandite, C–S–H phases or pseudo-wollastonite and, finally, calcite in equilibrium with atmospheric CO2. Al(OH)3, barite, ettringite and monohydrocalcite may also control leachate chemistry. Cu release is correctly modeled by DOM complexation and tenorite equilibrium. Temperature has no significant effect on the modeling of leachate chemistry in the range 5–30 °C, except at high pH. Effects at road edges and roadside slopes are important for the release of the less reactive elements and, possibly, for carbonation processes.

Introduction

The recycling of municipal solid waste incineration bottom ash (MSWI BA), as aggregates for road and car-park construction, may impact the environment – both soil and water resources – by releasing salts and heavy metals into the leachates (e.g. Kosson et al., 1996). Therefore, characterizing the long-term evolution of the leachate chemistry is an important facet of the environmental impact assessment of such reuse scenarios. Recently, in complement to a large body of data obtained with batch and column tests, a few reliable field data have been acquired in large scale experiments for several years (Åberg et al., 2006, Flyhammar and Bendz, 2006, Hjelmar et al., 2007, Lidelöw and Lagerkvist, 2007, Dabo et al., 2009). The intrinsic mineralogical heterogeneity of MSWI BA, as well as the variability in the climatic events, especially the rainwater infiltration regime, complicate the interpretation of leachate chemistry.

Several geochemical modeling studies have been published to interpret leachate evolution from MSWI BA submitted to batch and column lab tests (e.g. Meima and Comans, 1997, Park and Batchelor, 2002, Astrup et al., 2006, Dijkstra et al., 2008, Hyks et al., 2009). By contrast, only a few modeling studies have been devoted to MSWI BA weathering occurring at pilot-scale applications, either in lysimeter cell (Guyonnet et al., 2008, Mostbauer and Lechner, 2006) or landfill (Johnson et al., 1999, Baranger et al., 2002). However, such situations substantially differ from a road basement configuration. Edge effects that are typical of road structures cannot be correctly reproduced for instance. To the authors’ knowledge, only Apul et al. (2007) have developed a reactive transport model relevant for road basements but the complexity of the chemical processes has been simplified to a set of Kd parameters.

This paper aims at presenting the results of modeling of leachate from two pilot-scale road basements containing MSWI BA: the Dåva site in Sweden (Lidelöw and Lagerkvist, 2007) and the Hérouville site in France (Dabo et al., 2009), monitored for 6 and 10 years, respectively. The comparison of these two sites that were developed independently helps to shed light on common processes, but also discrepancies, in view of rationalizing leachate emission. In the first part of the paper, calculated saturation indices and solubility diagrams are combined to batch test modeling to set a simplified geochemical model of the two bottom ash materials. The second part of this paper attempts to develop a reactive transport model applicable to field conditions. A reactive transport model can help to identify and discriminate between the main hydrodynamic and geochemical processes and can be an useful tool for environmental impact assessments. The pH-buffering processes, and their effect on the evolution of leachate chemistry (major elements and trace metals) over time, are more particularly investigated.

Section snippets

Configurations of the pilot-sites

The Dåva experimental road was built during the summer of 2001 at the Dåva power plant in Umeå (Sweden) and was used mainly by trucks for transport of incineration residues. Fig. 1 provides for schematic representation of the site. The road is 7 m wide and 80 m long. A 0.4 m thick subbase layer of MSWI BA is covered by a 15 cm base layer of rock crushed rock (gravel) and a 10 cm thick asphalt layer. Uncovered roadside slopes were built with the same bottom ash without being covered by asphalt. The

Reactive transport code and thermodynamic database

All the calculations were done with the reactive transport code HYTEC (van der Lee et al., 2003) that couples advective and diffusive transport of solutes to chemical reactions. The flow and transport module is based on the representative elementary volume (REV) approach with finite volume calculation. The Davies model was used for activity correction with an ionic strength limit of 0.5 mol/L.

The MINTEQ thermodynamic database (version 3.12, Allison et al., 1991) was selected and enriched with

Mineralogical model of the MSWI BA

The geochemical model of the MSWI BA was built on taking into account: (i) ash mineralogy, determined on the basis of both mineralogical analysis (XRD and SEM) of the Hérouville ash (Dabo et al., 2009) and literature review, (ii) calculated saturation indices for Dåva and Hérouville field leachates, and (iii) batch test modeling.

Water flow field

Fig. 1 shows the grids used in the reactive transport calculations and the location of the leachate collectors. A full cross section was required for modeling the Hérouville road due to the asymmetric location of the sampling system (at the right-hand side of the road), which generated a dissymmetric water flow. Half a cross section was sufficient for the symmetric Dåva road. The calculated water flow field is given in Fig. 4. At Dåva, the runoff at the surface of the pavement goes towards the

Water residence time and temperature effects

The scattering of leachate data may partly come from variations in water residence time depending on the precipitation regime. Indeed, considering in the model an annual rate of rainwater infiltration combined with a thermodynamic equilibrium is a source of uncertainty with respect to pH and element concentrations. Some of the precipitation events are more intense and lead to faster leachate transfers inside the road basement (e.g. Dabo et al., 2009). Fast transfers mean low residence times

Conclusions

The comparison of leachate chemistry at the Hérouvile and Dåva pilot-scale roads helps to shed light on common processes, but also discrepancies, in view of rationalizing the leachate long-term evolution. Calculated saturation indices and solubility diagrams have been combined to batch test modeling to set a simplified geochemical model of the two bottom ash materials. A common reactive transport model has then been applied to both pilot-scale roads.

At Hérouville, pH and the concentration of

Acknowledgements

The authors thank Ivan Drouadaine from EUROVIA (France) for supporting leachate sampling and analyses at the Hérouville site. Three anonymous reviewers are also gratefully acknowledged for their detailed comments and fruitful suggestions.

References (36)

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