Water, with a kinematic viscosity of 1.21x105 square feet/second, flows from reservoir A to B as shown in the figure. The pipe has a roughness height of 0.0005-feet, flowrate of 26 cfs, elbows with loss coefficients of 0.2, and a friction factor of 0.019. a) Determine the pipe diameter. b) Sketch the EGL and HGL Elevation z₂ = 0 (2) B Elevation z₁ = 44 ft (1) Total length = 1700 ft

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