Q2: Available field data indicate that the permeability for the clay is varies with depth. For layer 1: kx = 3.2 × 10' cm/s; k21 = 1.1 × 10" cm/s. For layer 2: kx2 =1.7 × 10" cm/s; k,2 = 3.4 x 10* cm/s. For layer 3: k3 = 1.4 x 107 cm/s; k3 = 4.4 x 10* cm/s. %3D Compute the equivalent permeability for flow parallel and perpendicular to the clay layers shown in Fig.2. 0.0 m Layer 1 6.0 m Layer 2 8.0 m Layer 3 Fig.2 18.0 m IT
Q2: Available field data indicate that the permeability for the clay is varies with depth. For layer 1: kx = 3.2 × 10' cm/s; k21 = 1.1 × 10" cm/s. For layer 2: kx2 =1.7 × 10" cm/s; k,2 = 3.4 x 10* cm/s. For layer 3: k3 = 1.4 x 107 cm/s; k3 = 4.4 x 10* cm/s. %3D Compute the equivalent permeability for flow parallel and perpendicular to the clay layers shown in Fig.2. 0.0 m Layer 1 6.0 m Layer 2 8.0 m Layer 3 Fig.2 18.0 m IT
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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