Seepage is occurring through a porous media shown in the figure. The hydraulic conductivity values (k₁, k2, k3) are in m/day. The seepage discharge (m³/day per m) through the porous media at section PQ is 1 15 m 3 m :k₁ = 2 20 m k₂ = 3 Impervious P 10 m 20 m 4-13m 10 m 10 m

Structural Analysis
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Chapter2: Loads On Structures
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Seepage is occurring through a porous media
shown in the figure. The hydraulic conductivity
values (k₁, k2, k3) are in m/day. The seepage
discharge (m³/day per m) through the porous
media at section PQ is
15 m
3 m
k₁=2
20 m
k₂ = 3
Impervious
10 m 20 m
k₂ = 1
10 m
3 m
10 m
Transcribed Image Text:Seepage is occurring through a porous media shown in the figure. The hydraulic conductivity values (k₁, k2, k3) are in m/day. The seepage discharge (m³/day per m) through the porous media at section PQ is 15 m 3 m k₁=2 20 m k₂ = 3 Impervious 10 m 20 m k₂ = 1 10 m 3 m 10 m
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