Engineering
Engineering, 13.12.2019 03:31, Absynthe3986

Atannery with a waste water flow of 0.011 m³/s and a bod5 of 590 mg/l discharges into goose creek. the creek has a 10-year 7-day low flow of 1.7 m³/s. upstream of the tannery, the bod5 of the creek is 0.6 mg/l. the bod rate constant k are 0.115 day-1 for the tannery and 3.7 day-1 for the creek. the temperature of both the creek and the canon tannery wastewater is 20°c. calculate the initial ultimate bod after mixing.

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Atannery with a waste water flow of 0.011 m³/s and a bod5 of 590 mg/l discharges into goose creek. t...

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