a landfill contains leachate with a chloride concentration of 2135mg/l. the landfill has a clay liner that is 2m thick and has a tortuosity coefficient of 0.5. the diffusion coefficient for chloride is 2.3×10-⁹. after 50years what would be the chloride concentration just outside of the clay liner? assume theres no ground water gradient across the liner How long would it take for chloride to be detected just outside the clay liner at the secondary MCL of 250mg/L? Assume diffusion is the only mechanism
a landfill contains leachate with a chloride concentration of 2135mg/l. the landfill has a clay liner that is 2m thick and has a tortuosity coefficient of 0.5. the diffusion coefficient for chloride is 2.3×10-⁹. after 50years what would be the chloride concentration just outside of the clay liner? assume theres no ground water gradient across the liner How long would it take for chloride to be detected just outside the clay liner at the secondary MCL of 250mg/L? Assume diffusion is the only mechanism
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a landfill contains leachate with a chloride concentration of 2135mg/l. the landfill has a clay liner that is 2m thick and has a tortuosity coefficient of 0.5. the diffusion coefficient for chloride is 2.3×10-⁹. after 50years what would be the chloride concentration just outside of the clay liner? assume theres no ground water gradient across the liner
How long would it take for chloride to be detected just outside the clay liner at the secondary MCL of 250mg/L? Assume diffusion is the only
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