As shown below, an unconfined aquifer of clean sand and gravel is located between two fully penetrating rivers and has a hydraulic conductivity of K = 10-2 cm/sec. The aquifer is subject to a uniform recharge of 1.6 m/year. The water surface elevations in rivers A and B are 8.5 m and 10 m, respectively, above the bottom. () groundwater divide; (b) Estimate the maximum elevation of the water table and the location of Estimate the daily discharge per kilometer from the aquifer into both rivers. W = 1.6 m/year. River B River A 460 m Impermeable