a stratigraphy shown in figure. Assuming flow takes place laterally and vertically through the sides of the canal and vertically below the canal. k = 2.3 x 10-5 cm/sec 1.5 m k = 5.2 x 10-6 cm/sec Canal 3.0 m 2.0 m k = 2.0 x 10-6 cm/sec 1.2 m k = 0.3 x 10 cm/sec 3.0 m k = 0.8 x 103 cm/sec Zoom image Calculate the ratio of the equivalent horizontal hydraulic conductivity to the equivalent vertical hydraulic conductivity for flow through the sides of the canal. O 4.0 O 2.5 O 2.0 3.5

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