Discharge of waste water from a pulp mill results in an oxygen sag minimum value of 3.2 mg/L. At the point of discharge the river has a saturated DO value of 9 mg/L. The pulp mill isthe only source of BOD to the river. Given a river velocity of 2 m/s, an average depth of 5 m and kd of 0.22/day, calculate: the percent reduction of the BOD in the waste water to ensure a healthy river with > 5mg / L everywhere. the downstream distance that the DO minimum occurs the ultimate BOD of the river waste water mixture at discharge point so that DO minimum si 5 mg/L.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Discharge of waste water from a pulp mill results in an oxygen sag minimum value of 3.2 mg/L. At the point of discharge the river has a saturated DO value of 9 mg/L. The pulp mill isthe only source of BOD to the river. Given a river velocity of 2 m/s, an average depth of 5 m and kd of 0.22/day, calculate:

  • the percent reduction of the BOD in the waste water to ensure a healthy river with > 5mg / L everywhere.
  • the downstream distance that the DO minimum occurs
  • the ultimate BOD of the river waste water mixture at discharge point so that DO minimum si 5 mg/L.
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