A waste water treatment plant previously used two circular, Civil Engineering

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A waste water treatment plant previously used two circular

A waste water treatment plant previously used two circular clarifiers for primary settling, each 42 ft in diameter and 12 feet deep. Assume the incoming flow rate was 0.9 MGD. The maximum allowable clarifier loading rate is 600 gal/d/ft^2

A) Calculate the actual overflow rate (gal/d/ft^2) in each clarifier, assuming the flow was equally split between the two. Were they meeting the overflow rate requirement?

B)Calculate the detention time (Hr) in each clarifier.

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Civil Engineering: A waste water treatment plant previously used two circular

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Request for Solution File

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Civil Engineering: A waste water treatment plant previously used two circular

Reference No:- TGS0649114

Have a Question? (oR Write a Review)

Recent Questions Asked Civil Engineering

Q : A drinking water system treats a flow of 3000 gallons per

Q : For each one justify why you would choose the particular

Q : An alpha particle which is a helium nucleus has a mass of

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Q : A waste water treatment plant previously used two circular

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Request for Solution File

Ask an Expert for Answer!!

Civil Engineering: A waste water treatment plant previously used two circular

Reference No:- TGS0649114

Recent Questions Asked Civil Engineering

Q : A drinking water system treats a flow of 3000 gallons per

Q : For each one justify why you would choose the particular

Q : An alpha particle which is a helium nucleus has a mass of

Q : A determine the oh- of a 016 m ammonia solution b determine

Q : A waste water treatment plant previously used two circular

Q : An object is 2 m from the front side of a 1 m focal lenth

Q : Compute the amount of chlorine required for disinfection in

Q : Write equations and show how the following molecules can be

Q : Determine appropriate dimensions of the finished water

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