FIGURE 3-3 - uploaded by Justine Molron
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DEPTH SLICES OF 3-D GPR MEASUREMENTS (450 MHZ) AT 2.5 M (A,D,G), 3.6 M (B,E,H) AND 4.5 M (C,F,I) DEPTH. (A,B,C,) THE TIME-TO-DEPTH CONVERTED PROCESSED DATA BEFORE INJECTION, (D,E,F) THE DIFFERENCE BETWEEN TIME-TO-DEPTH CONVERTED PROCESSED DATA (REFERENCE -FINAL) AND (G,H,I) THE DIFFERENCE BE-TWEEN MIGRATED DATA (REFERENCE -FINAL).

DEPTH SLICES OF 3-D GPR MEASUREMENTS (450 MHZ) AT 2.5 M (A,D,G), 3.6 M (B,E,H) AND 4.5 M (C,F,I) DEPTH. (A,B,C,) THE TIME-TO-DEPTH CONVERTED PROCESSED DATA BEFORE INJECTION, (D,E,F) THE DIFFERENCE BETWEEN TIME-TO-DEPTH CONVERTED PROCESSED DATA (REFERENCE -FINAL) AND (G,H,I) THE DIFFERENCE BE-TWEEN MIGRATED DATA (REFERENCE -FINAL).

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L’identification des fractures perméables dans le sous-sol est essentielle pour déterminer les voies potentielles du transport des contaminants provenant des sites d’enfouissement en profondeur. Une approche commune consiste à développer des modèles de réseaux de fractures discrètes (« Discrete Fracture Networks » - DFN) à partir de la cartographie...