Q 3-B) The waste stream has dissolved oxygen concentration of 3.7 mg/l, flow rate 0.9 m3/s, temperature of 28 Oc, and an ultimate biochemical oxygen demand of 47 mg/l. The stream water is running at 2.7 m/s at a saturated dissolved oxygen concentration, temperature of 19 Oc, and an ultimate BOD of 13.8 mg/l. Calculate the DO concentration 49.3 km down stream.

Introduction to Chemical Engineering Thermodynamics
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Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
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Q 3-B) The waste stream has dissolved oxygen concentration of 3.7 mg/l, flow rate 0.9
m3/s, temperature of 28 Oc, and an ultimate biochemical oxygen demand of 47 mg/l.
The stream water is running at 2.7 m/s at a saturated dissolved oxygen concentration,
temperature of 19 Oc, and an ultimate BOD of 13.8 mg/l. Calculate the DO
concentration 49.3 km down stream.
Co = Qs Cs + Qp Cp/ Qs + Qp
To= Qs Ts + Qp Tp / Qs + Qp
L, = Ls Qs + Lp Qp / Qs + Qp
D =k, L, / k, – k,
Transcribed Image Text:Q 3-B) The waste stream has dissolved oxygen concentration of 3.7 mg/l, flow rate 0.9 m3/s, temperature of 28 Oc, and an ultimate biochemical oxygen demand of 47 mg/l. The stream water is running at 2.7 m/s at a saturated dissolved oxygen concentration, temperature of 19 Oc, and an ultimate BOD of 13.8 mg/l. Calculate the DO concentration 49.3 km down stream. Co = Qs Cs + Qp Cp/ Qs + Qp To= Qs Ts + Qp Tp / Qs + Qp L, = Ls Qs + Lp Qp / Qs + Qp D =k, L, / k, – k,
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