7.2 Refer to Figure 7.20. Given: • H₁ = 6m • D-3m • H₂ = 1.5 m • D₁ - 6 m draw a flow net. Calculate the seepage loss per meter length of the sheet pile (at a right angle to the cross section shown). H₁ D₁ Figure 7.20 Sheet pile k= 4 x 10-¹cm/sec Impermeable layer

Structural Analysis
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Chapter2: Loads On Structures
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Please list the conditions to draw a flow net because I have no idea how to draw them for any occusion, I don't know where to start this problem

7.2 Refer to Figure 7.20. Given:
• H₁ = 6m
• D-3m
• H₂ = 1.5 m
• D₁ - 6 m
draw a flow net. Calculate the seepage loss per meter length of the sheet pile
(at a right angle to the cross section shown).
H₁
D₁
Figure 7.20
Sheet pile
k= 4 x 10-¹cm/sec
Impermeable layer
Transcribed Image Text:7.2 Refer to Figure 7.20. Given: • H₁ = 6m • D-3m • H₂ = 1.5 m • D₁ - 6 m draw a flow net. Calculate the seepage loss per meter length of the sheet pile (at a right angle to the cross section shown). H₁ D₁ Figure 7.20 Sheet pile k= 4 x 10-¹cm/sec Impermeable layer
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