Draw a flow net for the single row of sheet piles driven into a permeable layer as shown in Figure below Given: H₁ = 3 m H₂ = 0.5m D = 1.5 m D₁ = 3.75 m calculate the seepage loss per meter length of the sheet pile (at right angles to the cross section shown). Sheet pile H₁ k = 4 x 10-4 cm/sec Impermeable layer

Structural Analysis
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Chapter2: Loads On Structures
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Draw a flow net for the single row of sheet piles driven into a permeable layer as shown in Figure below
Given:
H₁ = 3 m
H₂ = 0.5m
calculate the seepage loss per meter length of the sheet pile (at right angles to the cross section shown).
H₁
3
D = 1.5 m
D₁ = 3.75 m
D₁
-Sheet pile
k= 4 x 10-4cm/sec
Impermeable layer
Transcribed Image Text:Draw a flow net for the single row of sheet piles driven into a permeable layer as shown in Figure below Given: H₁ = 3 m H₂ = 0.5m calculate the seepage loss per meter length of the sheet pile (at right angles to the cross section shown). H₁ 3 D = 1.5 m D₁ = 3.75 m D₁ -Sheet pile k= 4 x 10-4cm/sec Impermeable layer
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