Table 1: Aquifer properties for use in Problem 2 K (m/s) 2.75E-03 0.25 5.00E-03 0.35 1.00E-02...
Table 1: Aquifer properties for use in Problem 2 K (m/s) 2.75E-03 0.25 5.00E-03 0.35 1.00E-02 0.29 9.50E-05 7.50E-04 0.22 0.3 2. A heterogeneous sand and gravel aquifer has the hydraulic properties provided in Table 1, Assuming strictly horizontal flow, compute equivalent hydraulic conductivity [m/s] and porosity of the aquifer. 3. Using your average K and n values from (2) and a hydraulic gradient of 0.005, compute the average velocity [m/s] of this aquifer