1)Streeter-Phelps Model – DO sag curve
A factory discharges 0.015 m3/s of treated effluent into a river whose minimum rate of flow is 0.24 m3/s. The depth and width of the river are 1.1 and 8 m, respectively. Temperature of the effluent is 35oC, while that of the river is 28oC. The BOD5 of the effluent is 10 mg/l and that of the river is 2.7 mg/l. The effluent contains DO of 5.1 mg/l. DO of the river at upstream of the discharge point is 2.3 mg/l. At 20oC, kL is estimated to be 0.23 day-1. kR should be calculated from the river’s depth and width. Temperature correction coefficient (q) of 1.047 for kL and 1.024 for kR.
1.1) Draw DO-Sag curve of this phenomenon.
1.2) Show the calculation steps.
1.3) Discuss what happen with the curve you calculated.
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