(a) What is the maximum contaminant concentration that is expected at a location 2 km downstream of the wastewater discharge? (b) How would this maximum concentration be affected if the waste discharge is limited to operating for only 30 minutes per day.
(a) What is the maximum contaminant concentration that is expected at a location 2 km downstream of the wastewater discharge? (b) How would this maximum concentration be affected if the waste discharge is limited to operating for only 30 minutes per day.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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At the location of a wastewater discharge, a contaminant is well mixed across a river that is 5 m
wide and 1 m deep. The flow in the river is 2 m3/s, the contaminant concentration is 200 mg/L, the
longitudinal diffusion coefficient is 3 m2/s, and the decay constant is 50 d−1.
(a) What is the maximum contaminant concentration that is expected at a location 2 km downstream of the wastewater discharge?
(b) How would this maximum concentration be affected if the waste discharge is limited to operating for only 30 minutes per day.
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