A wastewater treatment plant (WWTP) releases effluent into a stream with mean depth 2 m and mean velocity 0.5 m/s. The BOD concentration at the WWTP is 15 mg/L, and the oxygen deficit is negligible. The de-oxygenation rate in the stream is 0.8 d-1 and the re-aeration rate is 1.2 d-1. a) Calculate the BOD concentration 20 km downstream from the WWTP. b) Calculate the D.O. deficit 20 km downstream from the WWTP. c) Define "critical distance" in the context of river pollution modeling and compute it for this example.

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A wastewater treatment plant (WWTP) releases effluent into a stream with mean
depth 2 m and mean velocity 0.5 m/s. The BOD concentration at the WWTP is 15
mg/L, and the oxygen deficit is negligible. The de-oxygenation rate in the stream is
0.8 d-1 and the re-aeration rate is 1.2 d-1.
a) Calculate the BOD concentration 20 km downstream from the WWTP.
b) Calculate the D.O. deficit 20 km downstream from the WWTP.
c) Define "critical distance" in the context of river pollution modeling and
compute it for this example.
Transcribed Image Text:A wastewater treatment plant (WWTP) releases effluent into a stream with mean depth 2 m and mean velocity 0.5 m/s. The BOD concentration at the WWTP is 15 mg/L, and the oxygen deficit is negligible. The de-oxygenation rate in the stream is 0.8 d-1 and the re-aeration rate is 1.2 d-1. a) Calculate the BOD concentration 20 km downstream from the WWTP. b) Calculate the D.O. deficit 20 km downstream from the WWTP. c) Define "critical distance" in the context of river pollution modeling and compute it for this example.
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