1. Remediation procedure used for contaminated soil and underground water: A case study from the chemical industry 
Linice Vasconcelos Cavalcante Bonaparte, Antonio Tavernard Pereira Neto, Luis Gonzaga Sales Vasconcelos, Romildo Pereira Brito, José Jaílson Nicácio Alves 
Process Safety and Environmental Protection 
Volume 88, Issue 5, Pages (September 2010)
DOI: /j.psep
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2. Fig. 1 Problem characterization Bonaparte (2006).
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3. Fig. 2 Finite plane continuous source of dimensions Y and Z.
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4. Fig. 3 Evolution of DCE concentration in PM-18R.
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5. Fig. 4 Evolution of DCE concentration in PM-10R.
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6. Fig. 5
Predicted iso-concentration curves of 0.05/50/500ppm after 1, 9, 25, 49, 81 and 121 years. K=3154myear−1. z=0 (on the top of the saturated zone).
Process Safety and Environmental Protection  , DOI: ( /j.psep )
Copyright © 2010 The Institution of Chemical Engineers Terms and Conditions

7. Fig. 6
Predicted iso-concentration curves of 0.05/50/500ppm after the leak for K=3154 and K=1577myear−1. z=0 (on the top of the saturated zone).
Process Safety and Environmental Protection  , DOI: ( /j.psep )
Copyright © 2010 The Institution of Chemical Engineers Terms and Conditions