Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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A public utility is trying to decide between two different sizes of pipe for a new water main. A 250-mm line will have an initial cost of P1,600,000, whereas a 300-mm line will cost P1,840,000. Since there is more head loss through the 250-mm pipe, the pumping cost for the smaller line is expected to be P100,000 per year more than for the 300-mm line. If the pipes are expected to last for 15 years, which size should be selected if the interest rate is 12% semi-annually? Use AW, PW, and FW methods in your solution analysis.
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- 7. A flow of 0.03 m³/s must be pumped against a head of 30 m. The pump will be driven by an electric motor with a speed of 2000 rpm. What type of pump should be used and what is the corresponding efficiency?arrow_forwardA 3.5-cm-diameter pipe leaves a reservoir of surface elevation 80 m and drops to elevation 47 m, where it terminates into the atmosphere through a 1-cm-diameter nozzle. If the total head lost through the pipe and nozzle is 5 m, calculate the flowrate in m3/sarrow_forwardPlease answer only if you are confident in your answer.arrow_forward
- Question 1 5 points Save An The city of Waterville has experienced the growth in population as shown below. Year > 1980 1990 2000 2010 Population 7300 9500 11900 14000 The per capita average daily water use (L/d) in 1990 was 300 L/d and is NOT expected to increase in the future. It is expected that the current WTP would reach its capacity in the Year 2020. For a 30 Year design period (Design Year = 2050), calculate the following A) Population assuming arithmetic increase. B) Population assuming geometric increasearrow_forwardWhat is the head loss at the outlet of the pipe that discharges water into the reservoir at a rate of 0.5 m3/s if the diameter of the pipe is 50 cm?arrow_forward
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