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

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Principles of Seepage

In hydrology, when water flows down in a pore or crack of unsaturated soil due to gravity, the deep layer of soil is called seepage. It is the slow movement of water in the soil layer. Seepage is mainly found near hydraulic structures and is responsible for the stability of earthen-type hydraulic structures.

Question

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

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