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Department of Civil Engineering
CIVL 1112 - Computational Assignment #2 - Solution
set cell vertical height

 

"I am always ready to learn, but I do not always like being taught."  Winston Churchill

Part 1: Solve the following three problems (you are not required to use an Excel spreadsheet)

Carbon Dioxide Removal #1

  • A groundwater containing 20 mg/L of carbon dioxide is to be degasified using a multiple-tray aerator with 5 trays. In this water treatment facility there are 10 aerators operating in parallel. For maintenance reasons only 8 of the aerators are available at any one time. The design population is 40,000 persons, and the maximum day demand is 150 gal/person-day. The k value is 0.35, and the hydraulic loading is 4 gpm/ft.2. Determine:
  1. The carbon dioxide content of the product water.

  2. The size of the trays if the length-to-width ratio is 2:1 and the trays are made to 1 in. increments.

Solution: The performance equation is:

Therefore:  C = (20 mg/l)e-5(0.35) = (20 mg/l)(0.174) = 3.48 mg/L

The flowrate to each parallel aerator is:

The area of each parallel aeration tray is:

Since L = 2W, then the area of each aerator is A = W(2W) = 130.2 ft.2

W = 8.068 ft  or  8 ft. - 1 in.
L = 2W   or   16 ft. - 2 in.


Carbon Dioxide Removal #2

  • A groundwater containing 35 mg/L of carbon dioxide is to be degasified using a multiple-tray aerator. The design population is 150,000 persons, and the maximum day demand is 150 gal/person-day. The k value is 0.36, and the hydraulic loading is 3 gpm/ft.2. Determine:

    1. Determine the total number of trays in an aerator required to reduce the carbon dioxide content of the product water by 90%.

    2. Determine the number of aerators, operated in parallel, required for the water treatment facility if the size of each tray is 1,000 ft.2.

Solution: The performance equation is:

Rewriting the aeration equation to solve for n, the number of trays gives:

The flowrate to each parallel aerator is:

The The total area of all aerations is:

The number of 1,000 ft.2 aerators is:

Therefore, six 7-tray (1,000 ft.2) aerators are required to treat 15,625 gpm.


 Disinfection

  • The following is actual data for a virus exposed to an experimental disinfectant. Estimate the contact time required to obtain a reduction of the 1/50,000 of the original number of virus.  
     

Time, seconds

1

2

4

8

N/N0

3,602/10,000

1,303/10,000

168/10,000

3/10,000

Solution: The empirical data for the disinfection model should be plotted with time on the x-axis and ln(N/N0) on the y-axis. The slope of the line on this plot with give you an estimate of the disinfection constant.

Time, seconds

1

2

4

8

N/N0

3,602/10,000

1,303/10,000

168/10,000

3/10,000

-ln(N/N0)

1.0211

2.0379

4.0864

8.1117

The data are plotted below:

The slope of the line is the disinfection constant.

slope = 8.1117/(8 seconds) = 1.014/sec

The time required for a reduction in cell activity of 1/50,000 is:

The contact time required to obtain a reduction of the 1/50,000 of the original number of virus is 10.67 seconds.

 

Part 2:  Use Excel to develop a table containing the removal of carbon dioxide in a water treatment process using the aeration model we described in class.

 

Part 3:  Use Excel to demonstrate the effects of coagulant on effluent turbidity (NTU) as recorded in lab.

  1. From the jar test data, plot the supernatant turbidity (NTU) verse the coagulant dosage. Click here for jar test data.

  2. Determine the best dosage of coagulant from your observations and measurements.

  3. Using the dosage found in Part b, calculate the quantity (lb.) of the coagulant needed to treat 20 million gallons per day (MGD).

 

Jar Test Results

 

Assuming the you choose 50 mg/L, the amount of coagulant required for 20 MGD is:

 

 

 


This website was originally developed by Charles Camp for CIVL 1112.
This site is maintained by the Department of Civil Engineering at the University of Memphis.
Your comments and questions are welcomed.

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Department of Civil Engineering | 104 Engineering Science Bldg |Memphis, TN 38152 | Phone: 901/678-2746 | Fax: 901/678-3026 | Last updated: 02/15/2024