In a proposed flood control project, there are two possible sites for a dam and storage reservoir, designated as the Willow and Cottonwood sites. One or the other of these sites may be used but not both. A small hydroelectric power development may be added at the Willow site. Certain channel improvements are also considered. Seven alternate projects are set up for analysis and average annual damages due to floods under each plan estimate as follows: Plan Damages A) Willow dam and reservoir alone $100,000 B) Willow dam, reservoir, and powerplant 120,000 C) Willow dam and reservoir, with channel improvement 40,000 D) Willow dam, reservoir, and power plant with channel improvement 60,000 E) Cottonwood dam and reservoir alone 180,000 F) Cottonwood dam and reservoir, with channel improvement 90,000 G) Channel improvement alone 330,000 With no flood control works at all, the average amount of flood damages is estimated as $680,000. The estimated first cost of the Willow dam and reservoir is $5,000,000. The power plant will increase this first cost by $1,000,000. The estimated first cost of the Cottonwood dam and reservoir is $3,750,000. The estimated first cost of the channel improvement is $800,000. In the economic analysis a 100-year life with zero salvage value is to be used for the two dams and reservoirs, a 50-year life with zero salvage value is to be used for the power plant, and a 20-year life with $300,000 salvage value is to be used for the channel improvement. All equivalence calculations are to use a 15%. On the basis of the cost of equal power from a steam electric plant, the "benefits" from the hydroelectric power are estimated to be $200,000 a year. Annual operation and maintenance costs will be: Willow dam and reservoir $60,000 Power plant 25,000 Cottonwood dam and reservoir 50,000 Channel improvement 70,000 Compute a benefit-cost ratio for each of the seven plans of development. Also estimate the IRR for each alterative. Do you recommend that one of these plans be adopted? If so, which one? Why?
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In a proposed flood control project, there are two possible sites, A and B, for a dam and storage reservoir. One or the other of these sites may be used but not both. Certain channel improvement is also considered; this will increase the capacity of the stream to carry flood discharge. Estimated first costs, lives, and annual operation and maintenance costs are as follows:Site ASite BChannel ImprovementFirst cost$6,000,000$8,000,000$1,000,000Life75 years75 years25 yearsAnnual O & M$100,000$140,000$230,000Annual capital recovery costs are to be...
2. In a proposed flood control project, there are two possible sites, A and B, for a dam and storage reservoir. One or the other of these sites may be used but not both. Certain channel improvement is also considered; this will increase the capacity of the stream to carry flood discharge. Estimated first costs, lives, and annual operation and maintenance costs are as follows: Site A Site B Channel Improvement First cost $6,000,000 $8,000,000 $1,000,000 Life 75 years 75...
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Page 6 of 6 r small dam is being planned for a river tributary that is subject to frequent fooding. From past experience, the probabilities that water flow will exceed the design capacity of the dam during a year, plus relevant cost information, are as follows Estimated Annual Probability of Greater Flow Duringa Dam Damages if Water Flows Capital Investment (S) Exceed Design Capacity Year Design g(Independent for different years) 100,000 150,000 0.050 150,000 200,000 140,000 0.030 160,000...
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A city in the Midwest has made a decision to expand the electricity production in its area by building a new power plant. The city government must decide whether the plant will be powered by coal or whether the plant will be built on a river and use hydropower. The planning horizon is 40 years, and the assumed cost of capital is 7%. Compute a conventional B/C ratio, using AW, with disbenefits in the numerator for each of the two...
Req 2: First, fill in the missing costs. Then, calculate the company's predetermined manufacturing overhead rate, assuming the company uses direct labor hours as its allocation base. Estimated total Type of Cost Selling and Administrative salaries and expenses cost for the year 210,000 Direct Labor (Estimated 40,000 DL hours @ average wage rate of $11 per hour) Indirect plant labor Plant utilities 60,000 70,000 1,500,000 120,000 30,000 Purchases of direct materials Lease and property taxes on the plant 2$ Marketing...
Req 2: First, fill in the missing costs. Then, calculate the company’s predetermined manufacturing overhead rate, assuming the company uses direct labor hours as its allocation base. Type of Cost Estimated total cost for the year Selling and Administrative salaries and expenses $ 210,000 Direct Labor (Estimated 40,000 DL hours @ average wage rate of $11 per hour) $ 440,000 Indirect plant labor $ 60,000 Plant utilities $ 70,000 Purchases of direct materials $ 1,500,000 Lease and property taxes on...
A machine with a cost of $100,000 and an estimated useful life of 200,000 units with no salvage value, was used to produce 20,000 units the first year and 30,000 units the second year. Using the units-of-production method, depreciation for the first and second years would be: A)$10,000 and $15,000 B)$40,000 and $60,000 C)$20,000 and $30,000 D)Cannot be determined from the data given.
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