The following data was obtained to perform a BOD test to determine how well a wastewater treatment plant is operating. Calculate the BOD removal given the data provided. Note: ratios written as 1:4 indicate 1 out of 4 (or 1/4). Initial DO (mg/L) Final DO (mg/L) Dilution ratio Untreated sewage Treated sewage O A. 92% 5.0 2.0 1:60 8.0 4.0 1:20 O B. 75% C. 44% O D. 15% O E. 56%

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The following data was obtained to perform a BOD test to determine how well a wastewater treatment plant is operating. Calculate the BOD removal given the data provided. Note: ratios written as 1:4 indicate 1 out of 4 (or 1/4).

|                   | Initial DO (mg/L) | Final DO (mg/L) | Dilution ratio |
|-------------------|-------------------|-----------------|----------------|
| Untreated sewage  | 5.0               | 2.0             | 1:60           |
| Treated sewage    | 8.0               | 4.0             | 1:20           |

Options for BOD removal percentage:
- A. 92%
- B. 75%
- C. 44%
- D. 15%
- E. 56%
Transcribed Image Text:The following data was obtained to perform a BOD test to determine how well a wastewater treatment plant is operating. Calculate the BOD removal given the data provided. Note: ratios written as 1:4 indicate 1 out of 4 (or 1/4). | | Initial DO (mg/L) | Final DO (mg/L) | Dilution ratio | |-------------------|-------------------|-----------------|----------------| | Untreated sewage | 5.0 | 2.0 | 1:60 | | Treated sewage | 8.0 | 4.0 | 1:20 | Options for BOD removal percentage: - A. 92% - B. 75% - C. 44% - D. 15% - E. 56%
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