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Engineering · Civil Engineering
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2. The stratified deposit shown below has been selected at a dam site location. Compute the equivalent vertical and horizontal permeabiliies of the combined strata. Ground surface 舫-K1-5 x 10-3 ft/sec L1 = 5 ft K2 2 x 103 ft/sec L2 -8 ft 5K,-1 x 10.5 ft/sec扌L3-4 ft K4-2x 10-7 ft/sec L410 ft L 27 ft

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