Immediately upstream of the treatment plant the pine river, Civil Engineering

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Immediately upstream of the treatment plant the pine river

Immediately upstream of the treatment plant, the Pine River has an ultimate CBOD of 2 mg/L and a flow of 9 × 105 m3/day. At a distance of 20 km downstream of the treatment plant, the Pine River has an ultimate CBOD of 10 mg/L. The state's Department of Environmental Quality (DEQ) has set an ultimate CBOD discharge limit for the treatment plant of 2,000 kg/day. The river has a velocity of 20 km/day. The CBOD decay coefficient is 0.1/day. Is the plant in violation of the DEQ discharge limit?

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Civil Engineering: Immediately upstream of the treatment plant the pine river

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Request for Solution File

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Civil Engineering: Immediately upstream of the treatment plant the pine river

Reference No:- TGS0643468

Have a Question? (oR Write a Review)

Recent Questions Asked Civil Engineering

Q : The beginning accounts payable balance is 72 million

Q : What is the total amount of deductions for and from agi

Q : For example consider how you recently chose between two

Q : If the rolling resistance is 1100 of the weight of the car

Q : Immediately upstream of the treatment plant the pine river

Q : On the average 50 of credit sales are paid for in the

Q : The treated wastewater has a bod of 12 mgl and a k of 00338

Q : An aggregate blend is composed of 59 coarse aggregate by

Q : Under the plan there will be more bonds outstanding and

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Request for Solution File

Ask an Expert for Answer!!

Civil Engineering: Immediately upstream of the treatment plant the pine river

Reference No:- TGS0643468

Recent Questions Asked Civil Engineering

Q : The beginning accounts payable balance is 72 million

Q : What is the total amount of deductions for and from agi

Q : For example consider how you recently chose between two

Q : If the rolling resistance is 1100 of the weight of the car

Q : Immediately upstream of the treatment plant the pine river

Q : On the average 50 of credit sales are paid for in the

Q : The treated wastewater has a bod of 12 mgl and a k of 00338

Q : An aggregate blend is composed of 59 coarse aggregate by

Q : Under the plan there will be more bonds outstanding and

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