Two alternative piping schemes are being considered by a water treatment facility. Head and horsepower are reflected in the hourly cost of operation (information not needed for this problem). On the basis of a 10-year life and an interest rate of 12%, what is most nearly the number of hours of operation per year at which Alternative B becomes more cost efficient?
Alternative A |
Alternative B |
|
Pipe diameter |
4 in |
6 in |
Head loss for required flow |
48 ft |
26 ft |
Size motor required |
20 hp |
7 hp |
Energy cost per hour of operation |
$0.30 |
$0.10 |
Cost of motor installed |
$3600 |
$2800 |
Cost of pipes and fittings |
$3050 |
$5010 |
Salvage value at the end of 10 years |
$200 |
$280 |
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