Water (60F) flows through the system shown at a rate of 2.5 cfs. There is 150 ft of 12 in pipe between B and G, and 100 ft of 6 in pipe between G and the tank on the right. Select minor loss coefficients are given. Find the difference in water surface elevations in the tanks (h). Account for all minor losses. a. Use the Darcy-Weisbach equation for friction loss. Assume e = 0.0002 ft for both pipes. b. Use the Hazen-Williams equation for friction loss. Assume C= 100 for both pipes. 150"-12" a. h= 40.01 ft b. h= 46.85 ft 2100-6 Factors K Strainer B 12" Bends C, F (each) 12" Tee D