A wastewater treatment plant must disinfect its effluent before discharging the wastewater to a nearby stream. The wastewater contain 5.5 x 1^5faecal coliform coliform – forming units (CFU) per liter. The maximum permissible faecal coliform concentration that may be discharged is 3000 faecalcoliform CFU/L. It is proposed that a pipe carrying the wastewater be used for disinfection process. Determine the length of pipe required if the linear velocity of the wastewater pipe is 0.85 m/s. Assume that the pipe behaves as a steady-state plug flow system and that the reaction rate constant for destruction of the feacal coliform is 0.22 per min.

Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter2: Municipal Solid Waste Characteristics And Quantities
Section: Chapter Questions
Problem 2.16P
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A wastewater treatment plant must disinfect its effluent before discharging the wastewater to a nearby stream. The wastewater contain 5.5 x 1^5faecal coliform coliform – forming units (CFU) per liter. The maximum permissible faecal coliform concentration that may be discharged is 3000 faecalcoliform CFU/L. It is proposed that a pipe carrying the wastewater be used for disinfection process. Determine the length of pipe required if the linear velocity of the wastewater pipe is 0.85 m/s. Assume that the pipe behaves as a steady-state plug flow system and that the reaction rate constant for destruction of the feacal coliform is 0.22 per min.

Expert Solution
Step 1

Given data:

Initial concentration of California colony (Co) = 5.5 x 105 CFU/L.

Maximum California concentration discharged © = 3000 CFU/L

Velocity (V) = 0.85 m/s

Reaction rate constant (k)= 0.22 min-1

 

Step 2

Consider reaction rate (A steady state plug flow first order system) equation for PFR:

Civil Engineering homework question answer, step 2, image 1

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