894 Lineament Minor 0.5 1.0E-07 243 184 0.001 1.7 0.2 1284 Lineament Minor 0.5 1.0E-07 219 219 0.001 1.5 0.2 1600 Contact Minor 0.5 1.0E-07 247 258 0.001 1.8 0.3 2311 Lineament Minor 0.5 1.0E-07 331 335 0.001 2.8 0.4 3000 Lineament Minor 0.5 1.0E-07 502 494 0.001 5.3 0.8 2438 Lineament Minor 0.5 1.0E-07 427 415 0.001 4.1 0.6 4110 Lineament Minor 0.5 1.0E-07 371 356 0.001 3.3 0.5 4423 Contact Minor 0.5 1.0E-07 287 268 0.001 2.3 0.3 5110 Fault Large 10 1.0E-05 180 156 0.1 2219 317 5832 Lineament Minor 0.5 1.0E-07 286 250 0.001 2.2 0.3 5937 Lineament Large 1 1.0E-06 270 231 0.01 41 5.8 5179 Lineament Minor 0.5 1.0E-07 243 201 0.001 1.7 0.2 6484 Contact 0.5 1.0E-07 309 264 0.001 2.5 0.4 6566 Lineament Large 1 1.0E-07 337 290 0.01 18 2.6 Aggregated Model Results The results of the tunnel inflow assessment are shown in Figures B2 and B3 for the dual tunnel option that show the total inflows when aggregated over distance and over time respectively. Figure B2 WKP Access Dual Tunnel Predicted Groundwater Inflows with Distance
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