angela.antonucci@uniroma1.it This paper presents a 1D numerical model developed to simulate the EDTA chelation process of metal (lead) applied to a soil flushing remediation action. The model considers the non-stationary conditions, typical of unsaturated soil. Flow and transport equations are solved simultaneously. Metal mobilization is evaluated considering both the chemical aspects of chelating agents and the characteristics of the different soil fraction at which the metal can be bound. A system of first order reactions is implemented and, for each fraction, two different mobilization kinetics (slow and fast) are considered. The model was calibrated and validated using laboratory experimental data. Results confirm that the model can represent an evaluable tool to assess the feasibility of soil flushing application for heavy metals contaminated soil, especially in the case of surface layer contamination. It is useful to optimize the operating parameters (chelating dosage, application mode and treatment thickness) in order to achieve the maximum treatment efficiency while minimizing potential environmental impacts. Contamination of soils by heavy metals is a common problem throughout the world due to intensive use of the land, industrial activities and improper hazardous waste disposal. The remediation of soils is complex since many heavy metals show low mobility as in the case of Lead. Lead pollution may be caused, among others, by the emission of motor vehicles (before the use of unleaded gasoline), recovery operations of batteries or paint manufacturing. The mostly used remediation technologies are soil washing and soil flushing. Less invasive technologies such as phytoextraction (Mancini and Bruno, 2010) have been also investigated. The application of these technologies requires the use of fluids that mobilize the Lead bound to the soil. Solutions with chelating agents such as ethylenediamine tetraacetic acid (EDTA), nitriloacetic acid (NTA), diethylenetriamine pent acetic acid (DTPA) and S,S-ethylene-diaminedisuccinic acid (EDDS) are usefully applied. Some chelators (e.g., EDTA) can however be dangerous, because of their non- biodegradability and persistence in the environment, and could make the soil not reusable after the remediation. Therefore it can be critical to simulate the soil flushing process before proceeding the application of the chelator in order to determine the best and safer conditions and to prevent any negative effects. This paper presents a mathematical model describing the mechanism through which the Lead binds to a synthetic chelating agent (EDTA) as well as the transport of the complex into both saturated and unsaturated soil. This model represents an extension of a previous model (Luciano et al., 2013) implemented for taking into account different kinetics for each fraction of the soil at which the metal can be bound: 1) fraction retained by exchange sites of clay and amorphous materials, 2) organic fraction associated with carbonates, 3) fraction associated with Fe oxides, Al, Mn, 4) fraction associated with organic matter and 5) residual fraction (Zeien and Bruemmer, 1989). The model allows for evaluating the residual concentrations of the chelating agent, chelate-metal complex and metal still adsorbed to the soil. It assumes that there are different independent first-order reactions concurrently taking place. Each reaction is associated with a fraction of the lead adsorbed onto the soil. For each fraction slow and fast kinetics are considered. The model is able to simulate both saturated and unsaturated soil conditions. Few models are
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