Sheet pile k= 4 x 10-4 cm/sec Impermeable layer Figure 8.23 8.2 Draw a flow net for the single row of sheet piles driven into a permeable layer as shown in Figure 8.23. Given: • H₁ = 3 m D = 1.5 m • D₁ = 3.75 m • H₂=0.5 m Calculate the seepage loss per meter length of the sheet pile (at right angles to the cross section shown).

Structural Analysis
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Chapter2: Loads On Structures
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►||1
Sheet pile
k= 4 x 10-4 cm/sec
Impermeable layer
Figure 8.23
8,2 Draw a flow net for the single row of sheet piles driven into a permeable layer
as shown in Figure 8.23. Given:
• H₁ = 3 m
D = 1.5 m
• H₂ = 0.5 m
D₁ = 3.75 m
Calculate the seepage loss per meter length of the sheet pile (at right angles
to the cross section shown).
Transcribed Image Text:►||1 Sheet pile k= 4 x 10-4 cm/sec Impermeable layer Figure 8.23 8,2 Draw a flow net for the single row of sheet piles driven into a permeable layer as shown in Figure 8.23. Given: • H₁ = 3 m D = 1.5 m • H₂ = 0.5 m D₁ = 3.75 m Calculate the seepage loss per meter length of the sheet pile (at right angles to the cross section shown).
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