A city has developed a plan to provide for future municipal water needs. The plan proposes an
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The friction losses in the half-capacity tunnel will be greater than if the full-capacity tunnel were built. The estimated additional pumping costs in the single half-capacity tunnel will be $2000 per year, and for the two half-capacity tunnels it will be $4000 per year. Based on capitalized cost and a 7% interest rate, which alternative should be selected?
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Engineering Economic Analysis
ISBN: 9780195168075
9th Edition
Authors: Donald Newnan, Ted Eschanbach, Jerome Lavelle
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