Refer to Figure 8.23. Given: • H, = 6 m • H, = 1.5 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). • D = 3 m • D, = 6 m - Sheet pile -4x 10-cm/ec Impermeable layer Figure 8.23

Refer to Figure 8.23. Given: • H, = 6 m • H, = 1.5 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). • D = 3 m • D, = 6 m - Sheet pile -4x 10-cm/ec Impermeable layer Figure 8.23

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.

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X Bb Collaborate - solu ašluc
X HWK #3.pdf
X Assignments – 202101_CE333_GA Bb
عمادة التعلم الالكتروني والتعليم عن x
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TIUDIGMS
8.1 Refer to Figure 8.23. Given:
• H, = 6 m
Н, %3D 1.5 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).
• D = 3 m
D, = 6 m
Sheet pile
H1
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:
• H = 3 m
• H, = 0.5 m
Calculate the seepage loss per meter length of the sheet pile (at right angles
to the cross section shown).
8.3 Refer to Figure 8.23. Given:
• H = 4 m
• H, = 1.5 m
Calculate the seepage loss in m/day per meter length of the sheet pil
(at right angles to the cross section shown). Use Figure 8.12.
8.4 For the hydraulic structure shown in Figure 8.24, draw a flow net for flo
through the permeable layer and calculate the seepage loss in m/day/m.
D = 1.5 m
D, = 3.75 m
D = 6 m
• D= 3.6 m
ENG 4) O
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