8-33: The town of Drygulch has been flooding once per year for the last thirty years. Folks have pretty much accepted the damages it causes. You have analyzed the flood periodicity and monetary impact to the town and know that with an upgrade to the storm drain system there would be a yearly savings depending on the flow rate (in kilogallons per minute, kgpm) of a new drainage system. The town expects a 10% MARR on any public works project. All of the drainage systems in the table below will have thirty years of useful life but the materials used can be recycled at the end of their life, remarkably giving the town back the same amount of funds that were originally needed for whatever system was chosen
You remember that Dr. Jones, your engineering economics professor at MSU, used Equation 6-3:
EUAC = (P-S)(A/F,i,n) + Pi
of the textbook to show that when P = S, then EUAC = Pi è i = A/P, and so any incremental would be
DEUAC = DPDi è Di = DEUAC/DP è Di = DA/DP.
Flow Rate Options |
Funds Needed, $ |
Yearly Savings, $ |
Do Nothing |
0 |
0 |
50 kgpm |
197,000 |
24,700 |
100 kgpm |
297,000 |
34,700 |
150 kgpm |
410,000 |
40,100 |
200 kgpm |
497,000 |
54,700 |
250 kgpm |
630,000 |
60,400 |
300 kgpm |
697,000 |
64,700 |
Complete the table below to decide which system should be selected <10 pts>
Flow Rate Options |
i = A/P, % |
DA, $ |
DP, $ |
Di = DA/DP, % |
Winner? |
Do Nothing (≡ DN) |
|||||
50 kgph (≡ 50) |
A50/P50 = |
Di of (50-DN) = |
|||
Select = |
Reasoning/Work:
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