2. The BOD5 of a waste sample was found to be 60 mg/L The initial oxygen concentration of the BOD dilution water was equal to 8.6 mg/L, the DO concentration measured after incubation was equal to 8.6 mg/L and the size of the sample used was equal to 10 mL. If the volume of the BOD bottle used was equal to 300 mL, then the initial DO concentration (in mg/L) of the waste sample is: O 2.025 2.050 O 2.250 2.400 2600

2. The BOD5 of a waste sample was found to be 60 mg/L The initial oxygen concentration of the BOD dilution water was equal to 8.6 mg/L, the DO concentration measured after incubation was equal to 8.6 mg/L and the size of the sample used was equal to 10 mL. If the volume of the BOD bottle used was equal to 300 mL, then the initial DO concentration (in mg/L) of the waste sample is: O 2.025 2.050 O 2.250 2.400 2600

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter5: Separation Processes

Section: Chapter Questions

Problem 5.18P

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Concept explainers

Mechanical Processes

In civil engineering, the materials have to undergo a series of manufacturing processes before using them in construction and structural applications. These manufacturing processes form the foundation stone of mechanical processes. Some of the civil engineering materials such as bars, metallic beams, metallic columns, surveying equipment, earthmovers, overhead cranes, structural and construction components, and even cement that is the most fundamental construction component need to undergo different manufacturing processes before they are ready to use. These processes are mechanical.

Question

2. The BOD5 of a waste sample was found to be 60 mg/L The initial oxygen concentration of the
BOD dilution water was equal to 8.6 mg/L, the DO concentration measured after incubation was
equal to 8.6 mg/L and the size of the sample used was equal to 10 mL. If the volume of the BOD
bottle used was equal to 300 mL, then the initial DO concentration (in mg/L) of the waste sample
is:
O 2.025
2.050
O 2.250
2.400
2.600
2.850
2.950

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