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Particle-Based Direct Numerical Simulation of Contaminant Transport and Deposition in Porous Flow

Ray A. Berry*, Richard C. Martineau and Thomas R. Wood

Idaho National Engineering and Environmental Laboratory, P.O. Box 1625, Idaho Falls, ID 83415-2210



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Fig. 1. Spatial variation of velocity magnitude (mm s–1) at (a) 0.117 s, (b) 0.230 s, and (c) 0.459 s.

 


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Fig. 2. Contaminant distribution at same three successive times as Fig. 1: (a) 0.117 s, (b) 0.230 s, and (c) 0.459 s. Black indicates normalized contaminate level of 1.0, magenta a normalized contaminant level of 3.0 or higher. Blue indicates uncontaminated fluid or solid (normalized contaminant level of 0.0).

 





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