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1.Brantford has an existing horizontal-flow sedimentation tank with and overflow rate of 17m/d. What percentage removal should be expected for each of the following particle settling velocities in an ideal sedimentation tank: 0.1 mm/s, 0.2 mm/s, 1 mm/s.

2.An 8000 mile^2 watershed received 20 in. of precipitation in a 1 year period. The annual stream flow was recorded as 5000 cfs. Roughly estimate the combined amounts of water evaporated and transpired.

3.An oil company is planning to install a new pipeline to connect storage tanks to a proccessing plant 1500m away . Both 120 mm and 180 mm pipes are being considered.

120 mm pipe 180 mm pipe

Initial cost $2500 $3500

Service life 12 years 12 years

Salvage value $ 300 $ 400

Annual maint. $ 300 $ 200

Pump cost/hr. $1.40 $1.00

Pump operation 600 hr./yr. 600 hr./yr

4.The company will use an annual interest rate of 10%. Annual maintenance and pumping costs may be considered to be paid in their entireties at the end of the years in which their costs are incurred.

What is the approximate present worth of the 120 mm pipe over the first 12 years of operation?

A. 9200

B. 10,200

C. 11,900

D. 12,100

5.What is the present worth of the 180 mm pipe over the first 12 years of operation if operating costs increased by %0.75 ( to 1.75 per hour) beginning in year 7?

A. 8790

B. 9010

C. 9380

D. 9930

Civil Engineering, Engineering

  • Category:- Civil Engineering
  • Reference No.:- M91083964

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