Two large water reservoirs, A and B, are connected by 2000 ft of a 3.068 inches pipe with roughness k/D=0.0006. Water at 20C is to be pumped from A to B at a rate of 200 gallons per minute. The water level in both reservoirs is the same and both are open to the atmosphere. The pipes are made of commercial steel. Calculate the friction loss, neglecting minor losses due to entrance and exit effects. Assume a fully developed flow. Use k/D and Reynold number to locate friction factor. A B Pump