Wastewater with DO concentration of 2 mg/L is discharged to a river. The temperature of the river is 10°C and the river is saturated with oxygen (11.33 mg/L). The flow rate of the river is 3.0 m³/s. The temperature and flow rate of the wastewater are 20°C and 0.3 m³/s, respectively. The temperature of the river after mixing is 11°C. The oxygen saturation level at that temperature is 11.08 mg/L.
Wastewater with DO concentration of 2 mg/L is discharged to a river. The temperature of the river is 10°C and the river is saturated with oxygen (11.33 mg/L). The flow rate of the river is 3.0 m³/s. The temperature and flow rate of the wastewater are 20°C and 0.3 m³/s, respectively. The temperature of the river after mixing is 11°C. The oxygen saturation level at that temperature is 11.08 mg/L.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Wastewater with DO concentration of 2 mg/L is discharged to a river. The temperature of the river is 10°C and the river is saturated with oxygen (11.33 mg/L). The flow rate of the river is 3.0 m³/s. The temperature and flow rate of the wastewater are 20°C and 0.3 m³/s, respectively. The temperature of the river after mixing is 11°C. The oxygen saturation level at that temperature is 11.08 mg/L. The oxygen deficit imme diately after mixing is most nearly:
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