35 The average daily waste flow from a factory in an industrial estate is 75 m³ of stearic acid (CH2COOH) of concentration 150 mg/l and 9 m³ of capric acid (C,H,,COOH) of concentration 500 mg/l. Calculate the theoretical oxygen demand and 5 day BOD of the combined wastes. Calculate the minimum amount of nitrogen and phosphorus required in the waste stream for it to be amenable to biological oxidation treatment. Assume that BOD = 0.7 ThOD and Atomic weights: H = 1, C = 12, N = 14, O=16 and P32. BOD: N: P ratio of 100: 5: 1 is required in waste water for it to be amenable to biological oxydation treatment. 5

Structural Analysis
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35
The average daily waste flow from a factory in an industrial estate is 75 m³ of stearic acid (CH2COOH)
of concentration 150 mg/l and 9 m³ of capric acid (C,H,,COOH) of concentration 500 mg/l. Calculate
the theoretical oxygen demand and 5 day BOD of the combined wastes. Calculate the minimum
amount of nitrogen and phosphorus required in the waste stream for it to be amenable to biological
oxidation treatment. Assume that BOD = 0.7 ThOD and Atomic weights: H = 1, C = 12, N = 14,
O=16 and P32. BOD: N: P ratio of 100: 5: 1 is required in waste water for it to be amenable
to biological oxydation treatment.
5
Transcribed Image Text:35 The average daily waste flow from a factory in an industrial estate is 75 m³ of stearic acid (CH2COOH) of concentration 150 mg/l and 9 m³ of capric acid (C,H,,COOH) of concentration 500 mg/l. Calculate the theoretical oxygen demand and 5 day BOD of the combined wastes. Calculate the minimum amount of nitrogen and phosphorus required in the waste stream for it to be amenable to biological oxidation treatment. Assume that BOD = 0.7 ThOD and Atomic weights: H = 1, C = 12, N = 14, O=16 and P32. BOD: N: P ratio of 100: 5: 1 is required in waste water for it to be amenable to biological oxydation treatment. 5
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