Calculate the critical do deficit

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Question

The town of Prettybrooks (population 65,000) is to build a new sewage treatment works. The Environment Agency requires an environmental impact assessment to be carried out for the project. The water quality targets to be met in the receiving watercourse, 18km downstream of the proposed sewage outfall are set as follows:

(i) Dissolved oxygen (DO) not less than 6 mg/I, when the flow of the receiving water course, the river Little Lousy, upstream of the proposed plant is 12 m'/s.

(ii) BODs less than 6 mg/I within 0.5 days

Water consumption in Prettybrooks is 250 litre / head / day on average and the estimated water losses of the system in the summer months (evaporation, gardening losses, leakage of the sewer system, etc) are 2096. Estimated raw sewage strength BODs is 550 mg O2/l.

Estimated raw sewage DO concentration is 1.5 mg/l. Assume a de-oxygenation rate constant, K1 of 0.37 day-1 at 20°C (to base e).

The Environment Agency has supplied the following background data for the river Little Lousy upstream of the proposed discharge point:
- BODs concentration: 6 mg/l
- DO: 7 mg O2/l
- River velocity = 0.4 m/s
- Mean depth of stream: 1.3 m
- The mean river temperature is 19 °C

Calculate:

(i) if raw sewage is discharged with no treatment, the critical time corresponding to the critical deficit, and the distance downstream of the discharge point at which it occurs.

(ii) the critical DO deficit

(iii) The time and distance for which the BOD criteria are violated if raw sewage is discharged with no treatment.

(iv) The amount of BOD to be removed at the proposed 51W in order that the EA requirements are met.

(v) The revised critical time and deficit associated with item (iv).

Verified Expert

We have to find the critical deficit time and distance of the sewage treatment. We have taken Prettybrooks town with population 65,000 and related data for the present problem. Everything that we have calculated or designed must be close enough to Environment Agency requirements for environmental impact assessment. In the present solution quality of water is calculated in terms of BOD. The DO < 6 mg/l, when flow of receiving water course is Q=12 m3/s. Also we have given that BOD < 6 mg/l in 0.5 days. The water consumption in Prettybrooks is 250 litre /head /day on average. The approximate raw sewage DO concentration is 1.5 mg/L. Also de-oxygenation rate constant, K1 = 0.37 day-1 at 200C. The river velocity is 0.4 m/s and mean depth of stream is 1.3 m. By using the equations BOD and related parameters can be calculated.

Reference no: EM131377189

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inf1377189

2/3/2017 4:16:01 AM

I am providing you with course material and references that will enable you to solve this assignment. This is water assignment (Q 2).The solution is correct .Please, check my comment with red writing .Also, you need to provide me graph. Please advise as soon as possible.

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