The City of Columbus recently issued an NPDES permit to a beer brewery discharging wastewater at...

The City of Columbus recently issued an NPDES permit to a beer brewery discharging wastewater at a flowrate of 0.15 m³/sec into Buckeye Creek (flowrate = 0.25 m³/sec), such that BOD₅ of immediately after discharge must not exceed 2.5 mg/L. Upstream of the discharge, BOD₅ in Buckeye Creek was measured at 1.5 mg/L. BOD decay rate constants were measured separately for the upstream creek (k = 2 d^-1), the wastewater effluent (k = 0.2 d^-1), and the downstream creek after mixing (k = 0.5 d^-1).

What would be the ultimate BOD of Buckeye Creek immediately upstream and downstream of the wastewater discharge, assuming the brewery meets the permitted BOD₅?
What would be the wastewater’s maximum ultimate BOD to meet the NPDES permit limits?
If this discharge caused an initial dissolved oxygen deficit in the stream of 2 mg/L, what would be the oxygen deficit at the critical point?

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Expert Solution

Ally Wells answered 6 months ago

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