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
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Author:KASSIMALI, Aslam.
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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
Final DO
(mg/L)
(mg/L)
Dilution ratio
Untreated sewage
Treated sewage
5.0
2.0
1:60
8.0
4.0
1:20
O A. 92%
O B. 75%
O C. 44%
O D. 15%
O 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 Final DO (mg/L) (mg/L) Dilution ratio Untreated sewage Treated sewage 5.0 2.0 1:60 8.0 4.0 1:20 O A. 92% O B. 75% O C. 44% O D. 15% O E. 56%
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