Example A flow net for flow around single row of sheet piles in a permeable soil layer is shown in the figure. Given Sheet pile kx = k = k = 5x10-3 cm/sec. 1 450 Determine: m 1. How high (above the ground 0 surface) the water will rise if piezometers points a, b, c, and d. 2. The total rate of seepage through the permeable layer per unit width. 3. The rate of seepage through the flow channel II per unit width (perpendicular to the section shown) II HI are placed at -4.5 a. N= 3 -9.0- Datum Imnermeahle laver

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Example
A flow net for flow around single row of
sheet piles in a permeable soil layer is
shown
in
the
figure.
Given
Sheet pile
kx = k = k = 5xl0-3
cm/sec.
Determine:
m
1. How high (above the ground 0
surface) the water will rise if
piezometers
points a, b, c, and d.
2. The total
II
II
are placed at
a
N= 3
-4.5
rate of seepage
through the permeable layer
per unit width.
3. The rate of seepage through
the flow channel II per unit
width (perpendicular to the
section shown)
-9.0
Datum
Imnermeahle laver
Transcribed Image Text:Example A flow net for flow around single row of sheet piles in a permeable soil layer is shown in the figure. Given Sheet pile kx = k = k = 5xl0-3 cm/sec. Determine: m 1. How high (above the ground 0 surface) the water will rise if piezometers points a, b, c, and d. 2. The total II II are placed at a N= 3 -4.5 rate of seepage through the permeable layer per unit width. 3. The rate of seepage through the flow channel II per unit width (perpendicular to the section shown) -9.0 Datum Imnermeahle laver
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