Contemporary Engineering Economics (6th Edition)
6th Edition
ISBN: 9780134105598
Author: Chan S. Park
Publisher: PEARSON
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Chapter 5, Problem 57P
To determine
Calculate the present worth.
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5-S2 A new recycling sorting and processing line is proposed to serve a medium size city. The
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A)Two options of feed-water storage installation are being considered to serve over 20 years
of useful life:
Option 1: Build a 20,000-gallon tank on a tower. The cost of installing the tank and tower
is estimated to be $170,000. The annual operating and maintenance cost after tax
adjustment is estimated to be $2,000. The salvage value is estimated to be negligible.
Option 2: Place a 20,000-gallon tank of equal capacity on a hill near the refinery. The cost
of installing the tank on the hill, including the extra length of service lines, is estimated to
be $120,000 with negligible salvage value. The annual operating and maintenance cost of
the water tank is estimated to be $1,500 after tax adjustment. Because of the location, an
additional investment of 13,000 in pumping equipment is required. The pumping
equipment is expected to have a service life of 10 years with a salvage value of $2,000 at
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Chapter 5 Solutions
Contemporary Engineering Economics (6th Edition)
Ch. 5 - Prob. 1PCh. 5 - Prob. 2PCh. 5 - If a project costs 100,000 and is expected to...Ch. 5 - Refer to Problem 5.2, and answer the following...Ch. 5 - Prob. 5PCh. 5 - Prob. 6PCh. 5 - Prob. 7PCh. 5 - Prob. 8PCh. 5 - Consider the cash flows from an investment...Ch. 5 - Prob. 10P
Ch. 5 - Prob. 11PCh. 5 - Prob. 12PCh. 5 - Prob. 13PCh. 5 - Prob. 14PCh. 5 - Prob. 15PCh. 5 - Prob. 16PCh. 5 - Prob. 17PCh. 5 - Prob. 18PCh. 5 - Consider the project balances in Table P5.19 for a...Ch. 5 - Your RD group has developed and tested a computer...Ch. 5 - Prob. 21PCh. 5 - Prob. 22PCh. 5 - Prob. 23PCh. 5 - Prob. 24PCh. 5 - Prob. 25PCh. 5 - Prob. 26PCh. 5 - Prob. 27PCh. 5 - Prob. 28PCh. 5 - Prob. 29PCh. 5 - Prob. 30PCh. 5 - Prob. 31PCh. 5 - Prob. 32PCh. 5 - Geo-Star Manufacturing Company is considering a...Ch. 5 - Prob. 34PCh. 5 - Prob. 35PCh. 5 - Prob. 36PCh. 5 - Prob. 37PCh. 5 - Prob. 38PCh. 5 - Prob. 39PCh. 5 - Prob. 40PCh. 5 - Prob. 41PCh. 5 - Prob. 42PCh. 5 - Two methods of carrying away surface runoff water...Ch. 5 - Prob. 44PCh. 5 - Prob. 45PCh. 5 - Prob. 46PCh. 5 - Prob. 47PCh. 5 - Prob. 48PCh. 5 - Prob. 49PCh. 5 - Prob. 50PCh. 5 - Prob. 51PCh. 5 - Prob. 52PCh. 5 - Prob. 53PCh. 5 - Prob. 54PCh. 5 - Prob. 55PCh. 5 - Prob. 56PCh. 5 - Prob. 57PCh. 5 - Prob. 58PCh. 5 - Prob. 59PCh. 5 - Prob. 1STCh. 5 - Prob. 2ST
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