A rectangular swimming pool is 25 meters long and 10 meters wide. If the pool has an average depth of 2 meters, how many cubic meters of water are needed to fill it?
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Assignment Question 1.8 General finance
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- 3. Reflection and Refraction (25%): A gold coin lies at the bottom of a clear pond under 5.0 m (meters) of water, and 3.5 m (meters), horizontally, from the shore (wall). Assume the pond has vertical sides, or walls. If a light beam is incident on the water surface at the wall, at what angle, 8 (Theta), relative to the wall, must the beam be directed so that it will illuminate the coin? Pond Surface Ө Light Source (Sun) Gold Coin 5 m 3.5 mAnswer the questions correctly. 5.Two landfill construction plans are being considered by a planning committee.They are:1) Plan A: Landfill with a groundwater protection system.2) Plan B: Landfill constructed with a geosynthetic liner to minimize leachates from the landfill and protectgroundwater sources.Annual amortized capital costs and risks of failure for the systems are presented in the table below:The cleanup cost, if the groundwater system should fail, is estimated to be $8,000,000.a) Determine the annual social cost of failure of each of the two plans.b) Determine to total cost per year for the two plans.c) If minimum total annual cost is the criterion for selecting a option, what plan should be chosen? Clearly justifyyour choice.
- Use the TVM Solver to answer the following questions. Write each known variable's value as it appears in the calculator and use a question mark for the missing variable. Then, in the space provided write the missing variable's value, as it appears in the calculator. Finally, write your final answer in context, with units, as a complete sentence. Round to three decimals or by context. 1. Thomas plans to invest $3,400 into a money market account with a 6% annual interest rate compounded weekly. How much will be in the account after 9 years? Variable Value N = 1% = PV = PMT= FV = PY = CY = What is the Missing Variable Unit? Write a Context Sentence:A new storm drainage system must be constructed right away to reduce periodic flooding that occurs in a city that is in a valley. Five mutually exclusive designs have been proposed, and their present worth (in thousands of dollars) of costs and benefits are the following. Solve, a. Which system has the greatest B–C ratio? b. Which system has the largest incremental B–C ratio(based on differences between alternatives)? c. Which system should be chosen ?The Cebu City plans to increase the capacity of her existing water transmission lines. Two plans are under consideration. Plan A requires the construction of a parallel pipeline, the flow being maintained by gravity. The initial cost is P197,342,811 and the life is 40 years, with an annual operating cost of P8,450,154 for the 1st 20 years and P13,297,046 for the next 20 years. Plan B requires the construction of a booster pumping station costing P100M with the life of 40 years. The pumping equipment cost an additional amount of P25M, it has a life of 20 years and a salvage value of P2M. The annual operating cost is P5M. Using the Present Value (PV) Method and an interest of 21% cpd. annually, what is the PV of Plan A?
- A remotely located air sampling station can be powered by solar cells or by running an above ground electric line to the site and using conventional power. Solar cells will cost RM 15,000 to install and will have a useful life of 5 years with no salvage value. Annual costs for inspection, cleaning, maintenance and part replacement are expected to be RM 4,000. A new power line will cost RM 40,000 to install, with power costs expected to be RM 1,000 per year. Since the air sampling project will end in 10 years,the salvage value of the line is considered to be zero. At an interest rate of 6% per year compounded monthly,(i) Calculate the effective interest rate per year(ii) Determine which alternative should be selected on the basis of an present worth analysis(iii) Determine the initial cost of the above ground line to make the two alternatives equally attractive economicallyWater supply for an irrigation system can be obtained from a stream in some nearby mountains. Two alternatives are being considered, both of which have essentially infinite lives, provided proper maintenance is performed. The first is a concrete reservioir with a steel pipe system and the second is an earthen dam with a wooden aqueduct. Below are the costs associated with each. Compare the present worths of the two alternatives, using an interest rate of 8%. Which alternative should be chosen {Perform all calculations using 5 significant figures and round any monetary answers to the nearest dollar}? Concrete Reservoir 550,000 2,250 N/A First Cost [dollars] Annual Maintenance Costs [dollars] Replacing the wood portion of the aqueduct each 15 years The cost Concrete Reservoir is (in PW dollars): Earthen Dam 230,000 15,000 120,000 Number The cost of the Earthen Dam plus Aqueduct is (in PW dollars): Number Which alternative should be chosen (enter either 'Reservoir' or 'Dam'?The Logan Well Services Group is considering two sites for storage and recovery of reclaimed water. The mountain site (MS) will use injection wells that cost $4.2 million to develop and $280,000 per year for M&O. This site will be able to accommodate 150 million gallons per year. The valley site (VS) will involve recharge basins that cost $11 million to construct and $400,000 per year to operate and maintain. At this site, 720 million gallons can be injected each year. If the value of the injected water is $3.00 per thousand gallons, which alternative, if either, should be selected according to the B/C ratio method? Use an interest rate of 8% per year and a 20-year study period. The B/C ratio is . Select alternative (Click to select) neither of the alternatives mountain site valley site .
- The Camino Real Landfill was required to install a plastic liner to prevent leachate from migrating into the groundwater. The fill area was 50,000 m2 and the installed liner cost was $8 per m2. In order to recover the investment, the owner charges to unload at the rates of $10 per pick-up, $25 per dumptruck, and $70 per compactor-truck load. The fill area is adequate for 4 years. If the annual traffic is estimated to be 2500 pick-up loads, 650 dumptruck loads, and 1200 compactor-truck loads, what rate of return will the landfill owner make on the investment?Two methods of carrying away surface runoff water from a new subdivision are being evaluated:(a) Method A: Dig a ditch. The initial cost would be $30,000, and $10,000 ofredigging and shaping would be required at five-year intervals forever.(b)Method B: Lay concrete pipe. The initial cost would be $75,000, and replacement pipe would be required at 50-year intervals at a net cost of $90,000 indefinitely.At i = 12%, which method is the better one? (Hint: Use the capitalized-equivalent-worth approach.)A new storm drainage system must be constructed right away to reduce periodic flooding that occurs in a city that is in a valley. Five mutually exclusive designs have been proposed, and their present worth (in thousands of dollars) of costs and benefits are the following. a. Which system has the greatest B-C ratio? b. Which system has the largest incremental B-C ratio (based on differences between alternatives)? c. Which system should be chosen? System 1 2 3 4 5 PW of $800 $5,000 $5,000 $12,000 $11,000 costs PW of 6,000 14,000 6,000 22,000 18,000 benefits a. System v has the greatest B-C ratio, which is (Round to two decimal places.)