Problem 2 Assume a clay liner with the following properties: thickness is 0.9 m, hydraulic conductivity of the liner is 1 x 107 cm/sec, diffusion coefficient is 5 x 106 cm²/sec, and porosity of 0.45. The leachate head on the liner is 30 cm o o For R = 1, 2, 4 Determine the solute concentration ratio (C/Co) at: 0.6 m at day 10, 100, 200, 300, 400. (Make plots) W R=1, 2, 4, Determine the concentration ratio at the bottom of the liner after: 200 days

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 2
Assume a clay liner with the following properties: thickness is 0.9 m, hydraulic
conductivity of the liner is 1 x 107 cm/sec, diffusion coefficient is 5 x 106 cm²/sec, and
porosity of 0.45. The leachate head on the liner is 30 cm
o
o
For R = 1, 2, 4 Determine the solute concentration ratio (C/Co) at:
0.6 m at day 10, 100, 200, 300, 400. (Make plots)
W
R=1, 2, 4, Determine the concentration ratio at the bottom of the liner
after:
200 days
Transcribed Image Text:Problem 2 Assume a clay liner with the following properties: thickness is 0.9 m, hydraulic conductivity of the liner is 1 x 107 cm/sec, diffusion coefficient is 5 x 106 cm²/sec, and porosity of 0.45. The leachate head on the liner is 30 cm o o For R = 1, 2, 4 Determine the solute concentration ratio (C/Co) at: 0.6 m at day 10, 100, 200, 300, 400. (Make plots) W R=1, 2, 4, Determine the concentration ratio at the bottom of the liner after: 200 days
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