Problem 5Suppose there is a river that has a flow rate of 3.00 m3/s with negligible concentration of sodium chloride and astream discharges into this river at a flow rate of 0.05 m3/s. The concentration of sodium chloride of the out flowafter mixing is to be 1.0 mg/L.1. What should be the inflow concentration of sodium chloride in the stream to maintain a steady statecondition? Consider a completely mixed system.2. Calculate the mass rate (kg/d) of the sodium chloride in the stream?

Problem 5Suppose there is a river that has a flow rate of 3.00 m3/s with negligible concentration of sodium chloride and astream discharges into this river at a flow rate of 0.05 m3/s. The concentration of sodium chloride of the out flowafter mixing is to be 1.0 mg/L.1. What should be the inflow concentration of sodium chloride in the stream to maintain a steady statecondition? Consider a completely mixed system.2. Calculate the mass rate (kg/d) of the sodium chloride in the stream?

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter16: Highway Drainage

Section: Chapter Questions

Problem 12P

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