A factory with a wastewater flow of 0.011 m/s and a BOD; of 590 mg/L discharges into a small stream. The stream has a minimum dry season flow of 1.7 m/s. Upstream of the factory, the BOD; of the stream is 0.6 mg/L. The BOD rate constants kat 20 °C are 0.115 di for the factory wastewater and 3.7 di for the stream. The temperature of both the stream and the factory wastewater is 20 °C. After mixing, the DO was 6.3 mg/L, the velocity was 0.1 m/s, the mean depth was 2.5 m and the decay constant, ka, was 0.75 d. a. Calculate the initial ultimate BOD after mixing [HINT: First find Lo in each flow]
A factory with a wastewater flow of 0.011 m/s and a BOD; of 590 mg/L discharges into a small stream. The stream has a minimum dry season flow of 1.7 m/s. Upstream of the factory, the BOD; of the stream is 0.6 mg/L. The BOD rate constants kat 20 °C are 0.115 di for the factory wastewater and 3.7 di for the stream. The temperature of both the stream and the factory wastewater is 20 °C. After mixing, the DO was 6.3 mg/L, the velocity was 0.1 m/s, the mean depth was 2.5 m and the decay constant, ka, was 0.75 d. a. Calculate the initial ultimate BOD after mixing [HINT: First find Lo in each flow]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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